INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -1
VENDOR RANKING
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/29/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0006741
0006742
0200783
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 20,259,489.00 100.0000%
2 35-1139301 E & B PAVING INC $ 21,240,393.25 104.8417%
3 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 21,663,762.08 106.9314%
4 35-1917625 MILESTONE CONTRACTORS LP $ 22,451,373.85 110.8191%
5 35-1875662 CRIDER & CRIDER INC $ 22,884,464.12 112.9568%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -2
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE WIDENING
| | |
0001 105-06845 LUMP | 165351.04000 165351.04| 231877.61000 231877.61| 281000.00000 281000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 3.000 EACH | 100.00000 300.00| 126.00000 378.00| 200.00000 600.00
RADIO | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 126.00000 378.00| 200.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 90.000 MOS | 100.00000 9000.00| 45.15000 4063.50| 150.00000 13500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 90.000 MOS | 100.00000 9000.00| 45.15000 4063.50| 150.00000 13500.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 108-01614 LUMP | 5500.00000 5500.00| 12678.24000 12678.24| 6000.00000 6000.00
PARTNERING OVERHEAD | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 988274.00000 988274.00| 1062019.66000 1062019.66| 1083000.00000 1083000.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 41000.00000 41000.00| 212403.93000 212403.93| 217000.00000 217000.00
CLEARING RIGHT OF WAY | | |
0017 202-01300 3.000 EACH | 3480.00000 10440.00| 3549.60000 10648.80| 2294.00000 6882.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -3
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02240 33036.000 SYS | 6.13000 202510.68| 10.74000 354806.64| 13.25000 437727.00
PAVEMENT REMOVAL | | |
0019 202-09239 1.000 EACH | 1988.00000 1988.00| 2027.76000 2027.76| 2294.00000 2294.00
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0020 202-51328 LUMP | 158000.00000 158000.00| 79689.54000 79689.54| 93127.00000 93127.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
HANCOCK #65 | | |
0021 202-51328 LUMP | 80000.00000 80000.00| 70330.02000 70330.02| 68951.00000 68951.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
I70-95-05387-JCWB | | |
0022 202-51328 LUMP | 94000.00000 94000.00| 70330.02000 70330.02| 68951.00000 68951.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR I70-95-05387 | | |
0023 202-82066 2.000 EACH | 230.00000 460.00| 234.60000 469.20| 1568.00000 3136.00
SIGN CIRCUITRY, CANTILEVERS, REMOVE | | |
0024 202-93763 29.000 EACH | 355.00000 10295.00| 362.10000 10500.90| 591.00000 17139.00
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0025 202-94116 68.000 EACH | 33.00000 2244.00| 33.66000 2288.88| 38.00000 2584.00
LUMINAIRE, REMOVE | | |
0026 202-95579 4.000 EACH | 115.00000 460.00| 117.30000 469.20| 319.00000 1276.00
SERVICE POINT, REMOVE | | |
0027 202-96022 2.000 EACH | 1110.96000 2221.92| 803.76000 1607.52| 1358.53000 2717.06
CONCRETE FOUNDATION, REMOVE | | |
0028 202-96070 2.000 EACH | 2310.00000 4620.00| 2356.20000 4712.40| 2268.00000 4536.00
HIGH MAST TOWER, REMOVE | | |
0029 203-02000 236010.000 CYS | 5.56000 1312215.60| 6.68000 1576546.80| 5.56000 1312215.60
EXCAVATION, COMMON | | |
0030 203-02070 1280.000 CYS | 15.00000 19200.00| 10.71000 13708.80| 4.35000 5568.00
BORROW | | |
0031 204-02290 11.000 EACH | 1358.52000 14943.72| 1020.00000 11220.00| 1358.52000 14943.72
SETTLEMENT PLATE | | |
0032 205-04931 7.000 EACH | 1375.69000 9629.83| 642.60000 4498.20| 1375.69000 9629.83
SEDIMENT TRAP | | |
0033 205-06931 333.000 TON | 36.00000 11988.00| 42.84000 14265.72| 36.00000 11988.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 8.000 EACH | 125.00000 1000.00| 102.00000 816.00| 102.13000 817.04
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06934 83.000 TON | 300.00000 24900.00| 352.92000 29292.36| 440.00000 36520.00
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -4
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 205-06935 1.000 EACH | 9556.45000 9556.45| 10710.00000 10710.00| 9556.45000 9556.45
TEMPORARY SEDIMENT BASIN , 1826 CYD | | |
0037 205-06937 13829.000 LFT | 1.10000 15211.90| 1.62000 22402.98| 2.23000 30838.67
TEMPORARY SILT FENCE | | |
0038 206-51215 103.000 CYS | 50.00000 5150.00| 106.85000 11005.55| 104.75000 10789.25
EXCAVATION, X | | |
0039 206-51220 624.000 CYS | 40.00000 24960.00| 106.85000 66674.40| 104.75000 65364.00
EXCAVATION, WET | | |
0040 206-51225 103.000 CYS | 65.00000 6695.00| 20.40000 2101.20| 20.00000 2060.00
EXCAVATION, DRY | | |
0041 207-08262 179115.000 SYS | 4.10000 734371.50| 4.13000 739744.95| 4.13000 739744.95
SUBGRADE TREATMENT, TYPE I | | |
0042 207-08267 7565.000 SYS | 6.76000 51139.40| 8.57000 64832.05| 6.76000 51139.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0043 211-02050 3949.000 CYS | 10.16000 40121.84| 21.64000 85456.36| 10.16000 40121.84
B BORROW | | |
0044 211-06467 55.000 CYS | 65.00000 3575.00| 65.86000 3622.30| 64.57000 3551.35
AGGREGATE FOR END BENT BACKFILL | | |
0045 211-09264 3760.000 CYS | 15.41000 57941.60| 31.62000 118891.20| 31.00000 116560.00
STRUCTURE BACKFILL, TYPE 1 | | |
0046 211-09266 6627.000 CYS | 14.46000 95826.42| 23.18000 153613.86| 14.46000 95826.42
STRUCTURE BACKFILL, TYPE 3 | | |
0047 213-09269 31.200 CYS | 190.00000 5928.00| 112.47000 3509.06| 107.59000 3356.81
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0048 302-06464 33767.000 CYS | 37.00000 1249379.00| 30.47000 1028880.49| 43.00000 1451981.00
SUBBASE FOR PCCP | | |
0049 302-07455 85.300 CYS | 100.00000 8530.00| 57.43000 4898.78| 56.30000 4802.39
DENSE GRADED SUBBASE | | |
0050 303-01180 14111.000 TON | 15.00000 211665.00| 17.26000 243555.86| 22.65000 319614.15
COMPACTED AGGREGATE, NO. 53 | | |
0051 303-07449 78.000 TON | 41.18000 3212.04| 17.26000 1346.28| 50.00000 3900.00
COMPACTED AGGREGATE, NO. 73 | | |
0052 304-07489 31.000 TON | 100.00000 3100.00| 295.90000 9172.90| 100.00000 3100.00
HMA PATCHING, TYPE A | | |
0053 304-07490 3.600 TON | 100.00000 360.00| 295.90000 1065.24| 100.00000 360.00
HMA PATCHING, TYPE B | | |
0054 306-08036 4221.000 SYS | 2.46000 10383.66| 2.80000 11818.80| 1.81000 7640.01
MILLING, ASPHALT, 2 IN. | | |
0055 401-07335 2708.000 TON | 93.00000 251844.00| 97.00000 262676.00| 93.00000 251844.00
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -5
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 401-07404 3931.000 TON | 60.00000 235860.00| 65.00000 255515.00| 60.00000 235860.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0057 401-07409 17865.000 TON | 47.00000 839655.00| 52.00000 928980.00| 47.00000 839655.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0058 402-07453 1999.000 TON | 50.00000 99950.00| 70.20000 140329.80| 50.00000 99950.00
HMA FOR TEMPORARY PAVEMENT | | |
0059 406-05520 190.000 TON | 550.00000 104500.00| 60.00000 11400.00| 550.00000 104500.00
ASPHALT FOR TACK COAT | | |
0060 501-06266 LUMP | 6317.54000 6317.54| 7133.61000 7133.61| 5000.00000 5000.00
PROFILOGRAPH, PCCP | | |
0061 501-06323 93116.000 SYS | 31.00000 2886596.00| 34.84000 3244161.44| 38.60000 3594277.60
QC/QA-PCCP, 12 IN. | | |
0062 501-06326 41950.000 SYS | 38.00000 1594100.00| 42.20000 1770290.00| 41.30000 1732535.00
QC/QA-PCCP, 15 IN. | | |
0063 503-03489 5447.000 EACH | 14.00000 76258.00| 8.50000 46299.50| 11.60000 63185.20
RETROFITTED TIE BARS | | |
0064 503-05240 70227.000 LFT | 12.08000 848342.16| 10.49000 736681.23| 9.00000 632043.00
D-1 CONTRACTION JOINT | | |
0065 601-01522 5.000 EACH | 1925.00000 9625.00| 1836.00000 9180.00| 1940.00000 9700.00
GUARDRAIL TRANSITION TYPE TGB | | |
0066 601-01846 1.000 EACH | 1475.00000 1475.00| 1734.00000 1734.00| 2260.00000 2260.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0067 601-05999 6.000 EACH | 55.00000 330.00| 40.80000 244.80| 36.00000 216.00
CURVED TERMINAL END | | |
0068 601-06224 3.000 EACH | 22210.00000 66630.00| 23970.00000 71910.00| 23600.00000 70800.00
IMPACT ATTENUATOR, CR, W1, TL-2 | | |
0069 601-06238 6.000 EACH | 13000.00000 78000.00| 16830.00000 100980.00| 16750.00000 100500.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0070 601-06421 1.000 EACH | 2875.00000 2875.00| 1836.00000 1836.00| 1400.00000 1400.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 , STAGE 1 | | |
0071 601-06421 1.000 EACH | 2875.00000 2875.00| 2652.00000 2652.00| 2250.00000 2250.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 , STAGE 2 | | |
0072 601-07009 1.000 EACH | 10500.00000 10500.00| 9690.00000 9690.00| 9995.00000 9995.00
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0073 601-07589 1.000 EACH | 1975.00000 1975.00| 1122.00000 1122.00| 575.00000 575.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -6
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 601-07589 1.000 EACH | 1975.00000 1975.00| 1632.00000 1632.00| 1125.00000 1125.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 2 | | |
0075 601-08433 1.000 EACH | 600.00000 600.00| 1224.00000 1224.00| 715.00000 715.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0076 601-08434 1.000 EACH | 1000.00000 1000.00| 1326.00000 1326.00| 715.00000 715.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0077 601-09149 1.000 EACH | 29700.00000 29700.00| 29070.00000 29070.00| 27600.00000 27600.00
IMPACT ATTENUATOR, CR1, W1, TL-3 | | |
0078 601-94689 4.000 EACH | 2350.00000 9400.00| 2448.00000 9792.00| 2495.00000 9980.00
GUARDRAIL END TREATMENT, OS | | |
0079 601-99105 443.750 LFT | 17.00000 7543.75| 20.40000 9052.50| 18.00000 7987.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0080 602-06729 466.000 EACH | 25.00000 11650.00| 10.20000 4753.20| 13.00000 6058.00
BARRIER DELINEATOR | | |
0081 602-08472 1783.000 LFT | 57.21000 102005.43| 57.38000 102308.54| 58.80000 104840.40
CONCRETE BARRIER, 33 IN. | | |
0082 602-08603 5041.000 LFT | 64.39000 324589.99| 63.89000 322069.49| 64.60000 325648.60
CONCRETE BARRIER, 45 IN. | | |
0083 602-08606 705.000 LFT | 52.09000 36723.45| 51.73000 36469.65| 0.01000 7.05
CONCRETE BARRIER, 33 IN., MODIFIED | | |
0084 602-09465 2312.000 LFT | 177.20000 409686.40| 177.45000 410264.40| 75.70000 175018.40
BARRIER, CONCRETE, 45 IN., DOUBLE, | | |
MODIFIED, 2 | | |
0085 602-09466 304.000 LFT | 179.46000 54555.84| 185.15000 56285.60| 78.90000 23985.60
BARRIER, CONCRETE, 54 IN., SINGLE FACE, | | |
MODIFIED, 4 | | |
0086 603-06040 11480.000 LFT | 6.10000 70028.00| 5.10000 58548.00| 5.50000 63140.00
FENCE, FARM FIELD, 47 IN. | | |
0087 605-06090 969.000 LFT | 12.02000 11647.38| 7.80000 7558.20| 10.70000 10368.30
CURB, INTEGRAL, CONCRETE | | |
0088 605-06095 120.000 LFT | 38.17000 4580.40| 21.00000 2520.00| 15.10000 1812.00
CURB, INTEGRAL, B, CONCRETE | | |
0089 605-06100 3359.000 LFT | 13.70000 46018.30| 6.50000 21833.50| 10.30000 34597.70
CURB, INTEGRAL, C, CONCRETE | | |
0090 605-06120 53.000 LFT | 32.17000 1705.01| 21.65000 1147.45| 40.00000 2120.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -7
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 605-06140 4515.000 LFT | 10.64000 48039.60| 13.00000 58695.00| 12.25000 55308.75
CURB AND GUTTER, CONCRETE | | |
0092 605-06150 3242.000 LFT | 10.52000 34105.84| 15.00000 48630.00| 13.15000 42632.30
CURB AND GUTTER, C, CONCRETE | | |
0093 605-06250 915.000 SYS | 86.44000 79092.60| 79.00000 72285.00| 62.75000 57416.25
CENTER CURB, C, CONCRETE | | |
0094 606-07485 43928.000 LFT | 0.66000 28992.48| 0.30000 13178.40| 0.44000 19328.32
MILLED PCCP SHOULDER CORRUGATIONS | | |
0095 609-06259 556.200 SYS | 110.00000 61182.00| 84.87000 47204.69| 83.21000 46281.40
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0096 610-07487 821.000 TON | 75.00000 61575.00| 84.00000 68964.00| 75.00000 61575.00
HMA FOR APPROACHES, TYPE B | | |
0097 610-08446 414.000 SYS | 79.25000 32809.50| 49.00000 20286.00| 45.00000 18630.00
PCCP FOR APPROACHES, 6 IN. | | |
0098 610-09108 1806.000 SYS | 59.80000 107998.80| 53.00000 95718.00| 51.00000 92106.00
PCCP FOR APPROACHES, 9 IN. | | |
0099 611-06497 5.000 EACH | 160.00000 800.00| 142.80000 714.00| 152.00000 760.00
MAILBOX ASSEMBLY, SINGLE | | |
0100 611-06498 3.000 EACH | 210.00000 630.00| 173.40000 520.20| 280.00000 840.00
MAILBOX ASSEMBLY, DOUBLE | | |
0101 615-06490 82.000 EACH | 120.00000 9840.00| 122.40000 10036.80| 153.00000 12546.00
RIGHT OF WAY MARKER | | |
0102 615-06505 11.000 EACH | 500.00000 5500.00| 459.00000 5049.00| 610.00000 6710.00
MONUMENT, B | | |
0103 615-06510 10.000 EACH | 415.00000 4150.00| 306.00000 3060.00| 395.00000 3950.00
MONUMENT, C | | |
0104 615-06515 61.000 EACH | 110.00000 6710.00| 76.50000 4666.50| 100.00000 6100.00
MONUMENT, D | | |
0105 616-02320 6438.000 SYS | 1.91000 12296.58| 1.69000 10880.22| 1.91000 12296.58
GEOTEXTILES | | |
0106 616-05688 3514.000 TON | 33.82000 118843.48| 31.15000 109461.10| 33.82000 118843.48
RIPRAP, CLASS 1 | | |
0107 616-06405 1396.000 TON | 32.45000 45300.20| 29.44000 41098.24| 32.45000 45300.20
RIPRAP, REVETMENT | | |
0108 616-06406 100.000 SYS | 34.19000 3419.00| 22.44000 2244.00| 34.19000 3419.00
RIPRAP, REVETMENT , RE-USE EXISTING | | |
0109 621-01004 4.000 EACH | 500.00000 2000.00| 535.50000 2142.00| 525.00000 2100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -8
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 621-02318 10.000 LBS | 10.00000 100.00| 94.86000 948.60| 93.00000 930.00
SEED MIXTURE, PRAIRIE GRASS | | |
0111 621-04258 10.000 LBS | 15.00000 150.00| 108.38000 1083.80| 106.25000 1062.50
SEED MIXTURE , SWALE MIX | | |
0112 621-06545 16.000 TON | 950.00000 15200.00| 1575.90000 25214.40| 1545.00000 24720.00
FERTILIZER | | |
0113 621-06554 6195.000 LBS | 5.00000 30975.00| 2.78000 17222.10| 2.73000 16912.35
SEED MIXTURE, U | | |
0114 621-06557 3098.000 LBS | 1.35000 4182.30| 2.14000 6629.72| 2.10000 6505.80
SEED MIXTURE, T | | |
0115 621-06565 83.000 TON | 300.00000 24900.00| 339.66000 28191.78| 333.00000 27639.00
MULCHING MATERIAL | | |
0116 621-06567 54.200 kGAL | 5.00000 271.00| 1.02000 55.28| 1.00000 54.20
WATER | | |
0117 621-06574 15069.500 SYS | 2.88000 43400.16| 3.08000 46414.06| 3.09000 46564.76
SODDING | | |
0118 628-09403 30.000 MOS | 2650.39000 79511.70| 2693.25000 80797.50| 3000.00000 90000.00
FIELD OFFICE, C | | |
0119 628-09407 60.000 MOS | 265.04000 15902.40| 306.60000 18396.00| 137.50000 8250.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0120 701-51195 4047.000 LFT | 54.00000 218538.00| 47.61000 192677.67| 46.68000 188913.96
PILE, STEEL H, HP 12" X 53 | | |
0121 701-91792 122.000 EACH | 100.00000 12200.00| 113.00000 13786.00| 110.78000 13515.16
PILE TIP, STEEL H | | |
0122 702-51005 376.000 CYS | 835.00000 313960.00| 434.10000 163221.60| 425.59000 160021.84
CONCRETE, A, SUBSTRUCTURE | | |
0123 702-51015 139.600 CYS | 400.00000 55840.00| 376.44000 52551.02| 369.06000 51520.78
CONCRETE, B, FOOTINGS | | |
0124 702-51110 2118.000 LBS | 3.50000 7413.00| 2.49000 5273.82| 2.44000 5167.92
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0125 702-51863 1905.000 EACH | 17.00000 32385.00| 8.49000 16173.45| 8.32000 15849.60
FIELD DRILLED HOLE IN CONCRETE | | |
0126 703-51030 46364.000 LBS | 0.75000 34773.00| 0.71000 32918.44| 0.70000 32454.80
REINFORCING STEEL | | |
0127 703-51032 241386.000 LBS | 0.85000 205178.10| 0.85000 205178.10| 0.83000 200350.38
REINFORCING STEEL, EPOXY COATED | | |
0128 704-51002 563.500 CYS | 550.00000 309925.00| 492.18000 277343.43| 482.53000 271905.66
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -9
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 706-05734 2.000 EACH | 1700.00000 3400.00| 2550.00000 5100.00| 1360.80000 2721.60
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0130 706-06342 370.500 LFT | 213.00000 78916.50| 75.48000 27965.34| 180.14000 66741.87
RAILING, PS-1 | | |
0131 706-06353 4.000 EACH | 1700.00000 6800.00| 2550.00000 10200.00| 2500.00000 10000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-1 | | |
0132 706-08496 1108.000 SYS | 150.00000 166200.00| 178.26000 197512.08| 137.67000 152538.36
REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |
0133 706-51020 255.200 CYS | 530.00000 135256.00| 646.91000 165091.43| 407.41000 103971.03
CONCRETE, C, RAILING | | |
0134 707-05973 3123.000 SFT | 57.19000 178604.37| 68.28000 213238.44| 74.62000 233038.26
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0136 709-51821 LUMP | 4250.00000 4250.00| 4335.00000 4335.00| 4250.00000 4250.00
SURFACE SEAL , HANCOCK #65 | | |
0137 709-51821 LUMP | 2460.00000 2460.00| 2509.20000 2509.20| 2460.00000 2460.00
SURFACE SEAL , I70-95-05387-JCWB | | |
0138 709-51821 LUMP | 4400.00000 4400.00| 4488.00000 4488.00| 4400.00000 4400.00
SURFACE SEAL , STR I70-95-05387 | | |
0139 711-51038 LUMP | 100000.00000 100000.00| 110877.06000 110877.06| 108703.00000 108703.00
STRUCTURAL STEEL , I70-95-05387-JCWB | | |
0140 711-51038 LUMP | 197492.75000 197492.75| 194161.08000 194161.08| 190354.00000 190354.00
STRUCTURAL STEEL , STR I70-95-05387 | | |
0141 714-07892 170.000 LFT | 599.00000 101830.00| 637.50000 108375.00| 599.00000 101830.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 9 FT. X 3 FT. | | |
0142 715-04844 3.000 EACH | 615.07000 1845.21| 1275.00000 3825.00| 615.07000 1845.21
GRATED BOX END SECTION, RESET | | |
0143 715-05019 220.000 LFT | 48.65000 10703.00| 42.84000 9424.80| 48.65000 10703.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0145 715-05048 47857.000 LFT | 2.55000 122035.35| 2.70000 129213.90| 2.65000 126821.05
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0146 715-05053 5180.000 LFT | 13.00000 67340.00| 10.20000 52836.00| 10.00000 51800.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0147 715-05119 66.000 LFT | 23.59000 1556.94| 21.42000 1413.72| 23.59000 1556.94
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0148 715-05121 220.000 LFT | 24.62000 5416.40| 23.46000 5161.20| 24.62000 5416.40
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -10
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 715-05125 201.000 LFT | 40.28000 8096.28| 45.90000 9225.90| 40.28000 8096.28
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0150 715-05128 202.000 LFT | 74.84000 15117.68| 83.64000 16895.28| 74.84000 15117.68
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
0151 715-05149 3658.000 LFT | 20.97000 76708.26| 19.38000 70892.04| 20.97000 76708.26
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0152 715-05151 814.000 LFT | 23.61000 19218.54| 24.48000 19926.72| 23.61000 19218.54
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0153 715-05152 3015.000 LFT | 24.62000 74229.30| 25.50000 76882.50| 24.62000 74229.30
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0154 715-05154 1189.000 LFT | 32.73000 38915.97| 44.88000 53362.32| 32.73000 38915.97
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0155 715-05156 1561.000 LFT | 40.29000 62892.69| 47.94000 74834.34| 40.29000 62892.69
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0156 715-05169 42.000 LFT | 23.57000 989.94| 25.50000 1071.00| 23.57000 989.94
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0157 715-05248 354.000 LFT | 184.27000 65231.58| 204.00000 72216.00| 184.27000 65231.58
PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. , | | |
RCP | | |
0158 715-05407 180.000 LFT | 15.00000 2700.00| 10.20000 1836.00| 10.00000 1800.00
PIPE, END BENT DRAIN, 6 IN. | | |
0159 715-05595 144.000 LFT | 26.84000 3864.96| 43.86000 6315.84| 26.84000 3864.96
PIPE EXTENSION, CIRCULAR, 15 IN. | | |
0160 715-05596 11.000 LFT | 27.88000 306.68| 89.76000 987.36| 27.88000 306.68
PIPE EXTENSION, CIRCULAR, 18 IN. | | |
0161 715-05757 42.000 LFT | 57.21000 2402.82| 92.82000 3898.44| 57.21000 2402.82
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0162 715-06004 8.000 EACH | 1197.88000 9583.04| 1887.00000 15096.00| 1197.88000 9583.04
CONCRETE ANCHOR, 48 IN. | | |
0163 715-06337 183.000 LFT | 82.59000 15113.97| 108.12000 19785.96| 82.59000 15113.97
PIPE EXTENSION, CIRCULAR, 48 IN. | | |
0164 715-07303 4.000 EACH | 1296.17000 5184.68| 1963.50000 7854.00| 1296.17000 5184.68
CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | |
0165 715-46000 21.000 EACH | 363.62000 7636.02| 392.70000 8246.70| 363.62000 7636.02
PIPE END SECTION, 12 IN. | | |
0166 715-46005 25.000 EACH | 374.49000 9362.25| 479.40000 11985.00| 374.49000 9362.25
PIPE END SECTION, 15 IN. | | |
0167 715-46010 4.000 EACH | 417.96000 1671.84| 561.00000 2244.00| 417.96000 1671.84
PIPE END SECTION, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -11
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0168 715-46020 1.000 EACH | 564.69000 564.69| 612.00000 612.00| 564.69000 564.69
PIPE END SECTION, 24 IN. | | |
0169 715-46030 5.000 EACH | 635.33000 3176.65| 969.00000 4845.00| 635.33000 3176.65
PIPE END SECTION, 30 IN. | | |
0170 715-46040 4.000 EACH | 907.03000 3628.12| 1326.00000 5304.00| 907.03000 3628.12
PIPE END SECTION, 36 IN. | | |
0171 715-91361 27.000 LFT | 80.42000 2171.34| 44.74000 1207.98| 43.86000 1184.22
PIPE, PVC, 6 IN. | | |
0172 715-98974 1.000 EACH | 7942.01000 7942.01| 12240.00000 12240.00| 7942.01000 7942.01
GRATED BOX END SECTION, II, 6:1, 36 IN. | | |
0173 718-06528 59.000 EACH | 450.00000 26550.00| 663.00000 39117.00| 650.00000 38350.00
OUTLET PROTECTOR, 1 | | |
0174 718-06529 39.000 EACH | 450.00000 17550.00| 637.50000 24862.50| 625.00000 24375.00
OUTLET PROTECTOR, 2 | | |
0175 718-52610 3788.000 CYS | 29.50000 111746.00| 31.62000 119776.56| 31.00000 117428.00
AGGREGATE FOR UNDERDRAINS | | |
0176 718-99153 47167.000 SYS | 0.60000 28300.20| 1.02000 48110.34| 1.00000 47167.00
GEOTEXTILES FOR UNDERDRAIN | | |
0177 720-08559 1.000 EACH | 29049.37000 29049.37| 30600.00000 30600.00| 29049.37000 29049.37
BEST MANAGEMENT PRACITICES , | | |
STORMCEPTER STC4800 | | |
0178 720-08559 1.000 EACH | 69945.04000 69945.04| 41820.00000 41820.00| 69945.04000 69945.04
BEST MANAGEMENT PRACITICES , | | |
STORMCEPTOR STC16000 | | |
0179 720-09079 14.000 EACH | 1241.37000 17379.18| 1224.00000 17136.00| 1241.37000 17379.18
INLET, HA5, MODIFIED | | |
0180 720-44000 3.000 EACH | 384.85000 1154.55| 408.00000 1224.00| 384.85000 1154.55
CASTING, ADJUST TO GRADE | | |
0181 720-44296 4.000 EACH | 279.85000 1119.40| 255.00000 1020.00| 279.85000 1119.40
CAP INLET | | |
0182 720-45030 3.000 EACH | 1152.79000 3458.37| 969.00000 2907.00| 1152.79000 3458.37
INLET, E7 | | |
0183 720-45035 6.000 EACH | 1190.83000 7144.98| 969.00000 5814.00| 1190.83000 7144.98
INLET, F7 | | |
0184 720-45041 8.000 EACH | 1970.34000 15762.72| 1836.00000 14688.00| 1970.34000 15762.72
INLET, H5 | | |
0185 720-45075 4.000 EACH | 2353.73000 9414.92| 1428.00000 5712.00| 2353.73000 9414.92
INLET, R13 | | |
0186 720-45085 1.000 EACH | 1332.13000 1332.13| 1734.00000 1734.00| 1332.13000 1332.13
INLET, T14 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -12
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0187 720-45410 13.000 EACH | 1791.01000 23283.13| 2142.00000 27846.00| 1791.01000 23283.13
MANHOLE, C4 | | |
0188 720-90129 1.000 EACH | 2465.68000 2465.68| 2856.00000 2856.00| 2465.68000 2465.68
MANHOLE, J2 | | |
0189 720-90349 7.000 EACH | 1929.87000 13509.09| 2346.00000 16422.00| 1929.87000 13509.09
MANHOLE, C8 | | |
0190 720-90984 1.000 EACH | 1651.65000 1651.65| 2040.00000 2040.00| 1651.65000 1651.65
MANHOLE, C2 | | |
0191 720-95422 6.000 EACH | 2551.53000 15309.18| 2856.00000 17136.00| 2551.53000 15309.18
MANHOLE, J4 | | |
0192 720-98174 29.000 EACH | 2082.02000 60378.58| 1938.00000 56202.00| 2082.02000 60378.58
INLET, B15 | | |
0193 720-98555 23.000 EACH | 2092.89000 48136.47| 1938.00000 44574.00| 2092.89000 48136.47
INLET, C15 | | |
0194 724-51890 126.200 LFT | 55.00000 6941.00| 57.34000 7236.31| 56.22000 7094.96
STRUCTURAL EXPANSION JOINT, BS11 | | |
0195 731-93945 15022.000 SFT | 12.50000 187775.00| 7.02000 105454.44| 6.88000 103351.36
FACE PANELS, CONCRETE | | |
0196 731-93946 15022.000 SFT | 4.50000 67599.00| 16.89000 253721.58| 16.56000 248764.32
WALL ERECTION | | |
0197 731-93947 1139.000 LFT | 50.00000 56950.00| 30.69000 34955.91| 30.09000 34272.51
LEVELING PAD, CONCRETE | | |
0198 732-07653 525.000 TON | 30.00000 15750.00| 40.98000 21514.50| 25.67000 13476.75
COARSE AGGREGATE, NO. 8 | | |
0199 732-08419 32.000 SYS | 117.52000 3760.64| 140.76000 4504.32| 138.00000 4416.00
MODULAR BLOCK WALL | | |
0200 732-08421 32.000 SYS | 205.88000 6588.16| 174.42000 5581.44| 171.00000 5472.00
MODULAR BLOCK WALL ERECTION | | |
0201 801-01093 4.000 EACH | 1495.00000 5980.00| 1524.90000 6099.60| 1495.00000 5980.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0202 801-01504 18.000 EACH | 45.00000 810.00| 45.90000 826.20| 45.00000 810.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0203 801-01505 16.000 EACH | 54.00000 864.00| 55.08000 881.28| 54.00000 864.00
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
0204 801-03290 4.000 EACH | 345.00000 1380.00| 351.90000 1407.60| 345.00000 1380.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -13
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0205 801-06203 134907.000 LFT | 0.12000 16188.84| 0.12000 16188.84| 0.12000 16188.84
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0206 801-06216 347.000 LFT | 2.45000 850.15| 2.50000 867.50| 2.45000 850.15
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0207 801-06640 22.000 EACH | 345.00000 7590.00| 351.90000 7741.80| 345.00000 7590.00
CONSTRUCTION SIGN, A | | |
0208 801-06645 6.000 EACH | 125.00000 750.00| 127.50000 765.00| 125.00000 750.00
CONSTRUCTION SIGN, B | | |
0209 801-06775 LUMP | 105621.00000 105621.00| 73371.36000 73371.36| 494000.00000 494000.00
MAINTAINING TRAFFIC | | |
0210 801-07023 5.000 EACH | 6350.00000 31750.00| 4080.00000 20400.00| 3995.00000 19975.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0211 801-07024 2.000 EACH | 8600.00000 17200.00| 5100.00000 10200.00| 4995.00000 9990.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0212 801-07119 504.000 LFT | 17.95000 9046.80| 18.31000 9228.24| 17.95000 9046.80
BARRICADE, III-B | | |
0213 801-08400 443.000 LFT | 22.23000 9847.89| 26.71000 11832.53| 8.50000 3765.50
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0214 801-08401 10018.000 LFT | 28.51000 285613.18| 26.71000 267580.78| 20.60000 206370.80
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0215 801-08508 2454.000 LFT | 32.21000 79043.34| 29.60000 72638.40| 31.25000 76687.50
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0216 802-05701 483.000 LFT | 13.00000 6279.00| 13.26000 6404.58| 17.50000 8452.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0217 802-05702 807.000 LFT | 11.00000 8877.00| 11.22000 9054.54| 13.00000 10491.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0218 802-05704 44.000 LFT | 12.95000 569.80| 13.21000 581.24| 17.50000 770.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0219 802-07057 2564.000 SFT | 17.00000 43588.00| 17.34000 44459.76| 15.50000 39742.00
SIGN, PANEL, WITH LEGEND | | |
0220 802-07151 20.000 EACH | 402.00000 8040.00| 410.04000 8200.80| 422.00000 8440.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0221 802-07153 8.000 EACH | 390.00000 3120.00| 397.80000 3182.40| 461.00000 3688.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -14
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0222 802-08276 12.000 EACH | 415.00000 4980.00| 423.30000 5079.60| 422.00000 5064.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0223 802-08456 12.000 EACH | 425.00000 5100.00| 433.50000 5202.00| 422.00000 5064.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0224 802-76025 283.500 SFT | 12.00000 3402.00| 12.24000 3470.04| 22.00000 6237.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0225 802-76035 534.000 SFT | 12.50000 6675.00| 12.75000 6808.50| 22.50000 12015.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0226 802-76045 235.000 SFT | 18.35000 4312.25| 18.72000 4399.20| 25.00000 5875.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0227 802-76095 12102.000 LBS | 3.25000 39331.50| 3.32000 40178.64| 2.40000 29044.80
STRUCTURAL STEEL, BREAKAWAY | | |
0228 804-06725 25.000 EACH | 25.00000 625.00| 20.40000 510.00| 60.00000 1500.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0229 805-01815 12.000 EACH | 1980.00000 23760.00| 2019.60000 24235.20| 2292.00000 27504.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0230 805-01842 29.000 EACH | 818.00000 23722.00| 834.36000 24196.44| 935.00000 27115.00
HANDHOLE, SIGNAL | | |
0231 805-02087 LUMP | 1120.00000 1120.00| 1142.40000 1142.40| 777.00000 777.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0232 805-02373 2453.000 LFT | 2.55000 6255.15| 2.60000 6377.80| 3.60000 8830.80
INTERCONNECT CABLE, FIBER OPTIC | | |
0233 805-04956 3.000 EACH | 330.00000 990.00| 336.60000 1009.80| 90.50000 271.50
PANEL FOR FIBER OPTICS | | |
0234 805-05582 4.000 EACH | 588.00000 2352.00| 599.76000 2399.04| 798.00000 3192.00
FIBER OPTIC TERMINATION | | |
0235 805-06592 9051.000 LFT | 12.00000 108612.00| 12.24000 110784.24| 11.00000 99561.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0236 805-78106 1.000 EACH | 12110.00000 12110.00| 12352.20000 12352.20| 13433.00000 13433.00
CONTROLLER AND CABINET, MASTER, MENU | | |
DRIVEN, 8 PHASE | | |
0237 805-78109 2.000 EACH | 10840.00000 21680.00| 11056.80000 22113.60| 10092.00000 20184.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -15
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0238 805-78205 18.000 EACH | 510.00000 9180.00| 520.20000 9363.60| 613.00000 11034.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0239 805-78215 7.000 EACH | 495.00000 3465.00| 504.90000 3534.30| 508.00000 3556.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0240 805-78230 3.000 EACH | 930.00000 2790.00| 948.60000 2845.80| 903.00000 2709.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0241 805-78415 11.000 EACH | 1544.00000 16984.00| 1574.88000 17323.68| 1862.00000 20482.00
SPAN, CATENARY, AND TETHER | | |
0242 805-78420 12.000 EACH | 221.00000 2652.00| 225.42000 2705.04| 233.00000 2796.00
DISCONNECT HANGER | | |
0243 805-78445 3.000 EACH | 606.00000 1818.00| 618.12000 1854.36| 935.00000 2805.00
SIGNAL SERVICE | | |
0244 805-78467 145.000 LFT | 2.48000 359.60| 2.53000 366.85| 2.30000 333.50
SIGNAL CABLE, 3C 8GA. | | |
0245 805-78470 9532.000 LFT | 0.40000 3812.80| 0.41000 3908.12| 0.60000 5719.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0246 805-78485 1162.000 LFT | 1.35000 1568.70| 1.38000 1603.56| 1.30000 1510.60
SIGNAL CABLE, 5C 14GA. | | |
0247 805-78490 2124.000 LFT | 1.55000 3292.20| 1.58000 3355.92| 1.50000 3186.00
SIGNAL CABLE, 7C 14GA. | | |
0248 805-78510 12406.000 LFT | 0.78000 9676.68| 0.80000 9924.80| 0.90000 11165.40
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0249 805-78785 31.000 EACH | 640.00000 19840.00| 652.80000 20236.80| 708.00000 21948.00
SIGNAL DETECTOR HOUSING | | |
0250 805-78795 2326.000 LFT | 7.25000 16863.50| 7.40000 17212.40| 8.00000 18608.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0251 805-78925 3.000 EACH | 910.00000 2730.00| 928.20000 2784.60| 1162.00000 3486.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0252 805-81060 12.000 EACH | 4614.00000 55368.00| 4706.28000 56475.36| 4746.00000 56952.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0253 805-86900 10.000 EACH | 562.00000 5620.00| 573.24000 5732.40| 579.00000 5790.00
JUNCTION BOX | | |
0254 805-92504 9.000 EACH | 305.00000 2745.00| 311.10000 2799.90| 612.00000 5508.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0255 805-97237 1590.000 LFT | 7.00000 11130.00| 7.14000 11352.60| 8.00000 12720.00
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -16
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0256 805-97237 2649.000 LFT | 7.00000 18543.00| 7.14000 18913.86| 8.00000 21192.00
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C , IN GALVANIZED STEEL | | |
CONDUIT | | |
0257 807-01603 4.000 EACH | 4210.00000 16840.00| 4294.20000 17176.80| 4389.00000 17556.00
SERVICE POINT, TYPE II | | |
0258 807-02191 4.000 EACH | 655.00000 2620.00| 668.10000 2672.40| 579.00000 2316.00
HANDHOLE, LIGHTING | | |
0259 807-02193 38.000 EACH | 863.00000 32794.00| 880.26000 33449.88| 1018.00000 38684.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0260 807-03051 7966.000 LFT | 0.42000 3345.72| 0.43000 3425.38| 1.00000 7966.00
LIGHT CABLE, 1C 10GA. | | |
0261 807-03971 250.000 LFT | 5.00000 1250.00| 6.12000 1530.00| 7.50000 1875.00
CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | |
FOR ELECTRIC | | |
0262 807-04654 10.000 EACH | 1450.00000 14500.00| 1479.00000 14790.00| 1549.00000 15490.00
LIGHT POLE , 38 FT. E.M.H., TWIN 6.0 FT | | |
MAST ARMS | | |
0263 807-04654 1.000 EACH | 2296.00000 2296.00| 2341.92000 2341.92| 2412.00000 2412.00
LIGHT POLE , 42 FT. E.M.H., 25 FT. MAST | | |
ARM | | |
0264 807-04654 6.000 EACH | 1990.00000 11940.00| 2029.80000 12178.80| 2130.00000 12780.00
LIGHT POLE , 44 FT. E.M.H., 20 FT. MAST | | |
ARM | | |
0265 807-04654 2.000 EACH | 2910.00000 5820.00| 2968.20000 5936.40| 3154.00000 6308.00
LIGHT POLE , 44 FT. E.M.H., 25 FT. MAST | | |
ARM | | |
0266 807-04922 10.000 EACH | 915.00000 9150.00| 933.30000 9333.00| 1518.00000 15180.00
LIGHT STANDARD FOUNDATION , IN 45 IN. | | |
CONCRETE MEDIAN WALL | | |
0267 807-07580 16108.000 LFT | 6.90000 111145.20| 7.04000 113400.32| 8.00000 128864.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0268 807-82016 1.000 EACH | 665.00000 665.00| 678.30000 678.30| 520.00000 520.00
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0269 807-82017 1.000 EACH | 882.00000 882.00| 899.64000 899.64| 531.00000 531.00
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
3 LUMINAIRES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -17
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0270 807-82440 1.000 EACH | 24330.00000 24330.00| 24816.60000 24816.60| 25468.00000 25468.00
LIGHT POLE, HIGH MAST, 130 FT. E.M.H. | | |
0271 807-82480 4.000 EACH | 24515.00000 98060.00| 25005.30000 100021.20| 26018.00000 104072.00
LIGHT POLE, HIGH MAST, 135 FT. E.M.H. | | |
0272 807-84756 2.000 EACH | 1520.00000 3040.00| 1550.40000 3100.80| 1626.00000 3252.00
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0273 807-84800 4.000 EACH | 1518.00000 6072.00| 1548.36000 6193.44| 1630.00000 6520.00
LIGHT POLE, 42 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0274 807-84804 4.000 EACH | 1538.00000 6152.00| 1568.76000 6275.04| 1651.00000 6604.00
LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0275 807-84808 2.000 EACH | 1533.00000 3066.00| 1563.66000 3127.32| 1646.00000 3292.00
LIGHT POLE, 42 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0276 807-84814 5.000 EACH | 1554.00000 7770.00| 1585.08000 7925.40| 1669.00000 8345.00
LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0277 807-84852 1.000 EACH | 1572.00000 1572.00| 1603.44000 1603.44| 1689.00000 1689.00
LIGHT POLE, 44 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0278 807-84856 1.000 EACH | 1587.00000 1587.00| 1618.74000 1618.74| 1706.00000 1706.00
LIGHT POLE, 44 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0279 807-84860 3.000 EACH | 1590.00000 4770.00| 1621.80000 4865.40| 1708.00000 5124.00
LIGHT POLE, 44 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0280 807-84866 15.000 EACH | 1600.00000 24000.00| 1632.00000 24480.00| 1717.00000 25755.00
LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0281 807-84904 1.000 EACH | 1705.00000 1705.00| 1739.10000 1739.10| 1830.00000 1830.00
LIGHT POLE, 46 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0282 807-84908 1.000 EACH | 1716.00000 1716.00| 1750.32000 1750.32| 1848.00000 1848.00
LIGHT POLE, 46 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0283 807-86615 68.000 EACH | 210.00000 14280.00| 214.20000 14565.60| 218.00000 14824.00
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -18
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0284 807-86665 38.000 EACH | 620.00000 23560.00| 632.40000 24031.20| 614.00000 23332.00
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0285 807-86790 5.000 EACH | 670.00000 3350.00| 683.40000 3417.00| 718.00000 3590.00
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0286 807-86830 5.000 EACH | 6090.00000 30450.00| 6211.80000 31059.00| 5815.00000 29075.00
CONCRETE FOUNDATION WITH GROUNDING, 4 | | |
FT. DIAMETER X 20 FT. | | |
0287 807-86910 70.000 EACH | 30.00000 2100.00| 30.60000 2142.00| 56.50000 3955.00
CONNECTOR KIT, UNFUSED | | |
0288 807-86915 72.000 EACH | 30.00000 2160.00| 30.60000 2203.20| 56.50000 4068.00
CONNECTOR KIT, FUSED | | |
0289 807-86920 162.000 EACH | 10.00000 1620.00| 10.20000 1652.40| 34.50000 5589.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0290 807-86925 20.000 EACH | 45.00000 900.00| 45.90000 918.00| 34.50000 690.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0291 807-86930 122.000 EACH | 10.00000 1220.00| 10.20000 1244.40| 34.50000 4209.00
INSULATION LINK, NONWATERPROOFED | | |
0292 807-86935 24.000 EACH | 45.00000 1080.00| 45.90000 1101.60| 36.50000 876.00
INSULATION LINK, WATERPROOFED | | |
0293 807-86950 67.000 EACH | 25.00000 1675.00| 25.50000 1708.50| 46.50000 3115.50
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0294 807-86955 10.000 EACH | 63.00000 630.00| 64.26000 642.60| 215.00000 2150.00
CABLE DUCT MARKER | | |
0295 808-03002 9119.000 LFT | 0.36000 3282.84| 0.37000 3374.03| 0.36000 3282.84
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0296 808-03631 47617.000 LFT | 0.36000 17142.12| 0.37000 17618.29| 0.36000 17142.12
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0297 808-03632 35573.000 LFT | 0.36000 12806.28| 0.37000 13162.01| 0.36000 12806.28
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0298 808-05534 9572.000 LFT | 0.72000 6891.84| 0.73000 6987.56| 0.72000 6891.84
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0299 808-05535 1546.000 LFT | 9.42000 14563.32| 9.61000 14857.06| 9.42000 14563.32
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -19
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 808-06701 757.000 LFT | 0.42000 317.94| 0.43000 325.51| 0.42000 317.94
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0301 808-06703 5083.000 LFT | 0.42000 2134.86| 0.43000 2185.69| 0.42000 2134.86
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0302 808-06716 25000.000 LFT | 0.28000 7000.00| 0.29000 7250.00| 0.28000 7000.00
LINE, REMOVE | | |
0303 808-07310 503.000 LFT | 4.71000 2369.13| 4.80000 2414.40| 4.71000 2369.13
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH, 12 IN. | | |
0304 808-09038 347.000 LFT | 4.71000 1634.37| 4.80000 1665.60| 4.71000 1634.37
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 12 IN. | | |
0305 808-74805 326.000 LFT | 11.95000 3895.70| 12.19000 3973.94| 11.95000 3895.70
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0306 808-74807 23.000 EACH | 165.00000 3795.00| 168.30000 3870.90| 165.00000 3795.00
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0307 808-74808 18.000 EACH | 165.00000 2970.00| 168.30000 3029.40| 165.00000 2970.00
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0308 808-75245 8734.000 LFT | 0.42000 3668.28| 0.43000 3755.62| 0.42000 3668.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0309 808-75278 365.000 LFT | 1.83000 667.95| 1.87000 682.55| 1.83000 667.95
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0310 808-75297 436.000 LFT | 3.65000 1591.40| 3.72000 1621.92| 3.65000 1591.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0311 808-75320 18.000 EACH | 66.00000 1188.00| 67.32000 1211.76| 66.00000 1188.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0312 808-75325 11.000 EACH | 95.00000 1045.00| 96.90000 1065.90| 95.00000 1045.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0313 808-75998 1157.000 EACH | 19.32000 22353.24| 17.34000 20062.38| 17.00000 19669.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -20
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0175870
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0314 808-92027 1329.000 LFT | 0.82000 1089.78| 0.84000 1116.36| 0.82000 1089.78
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0315 808-98000 1681.000 LFT | 0.72000 1210.32| 0.73000 1227.13| 0.72000 1210.32
LINE, EPOXY, SOLID, YELLOW, 8 IN. | | |
0316 205-09543 100.000 TON | 82.03000 8203.00| 17.34000 1734.00| 32.75000 3275.00
NO 2 STONE | | |
0317 702-51863 5447.000 EACH | 5.36000 29195.92| 0.01000 54.47| 0.01000 54.47
FIELD DRILLED HOLE IN CONCRETE | | |
0318 706-08502 253.000 SYS | 110.00000 27830.00| 214.07000 54159.71| 109.47000 27695.91
REINFORCED CONCRETE MOMENT SLAB, 15 IN. | | |
0319 709-51821 LUMP | 2500.00000 2500.00| 2550.00000 2550.00| 2500.00000 2500.00
SURFACE SEAL | | |
0320 715-05217 45.000 LFT | 48.27000 2172.15| 20.40000 918.00| 20.97000 943.65
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
SECTION TOTALS | $ 20,259,489.00| $ 21,240,393.25| $ 21,663,762.08
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 20,259,489.00| $ 21,240,393.25| $ 21,663,762.08
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -21
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE WIDENING
| | |
0001 105-06845 LUMP | 348000.00000 348000.00| 500000.00000 500000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 3.000 EACH | 150.00000 450.00| 145.00000 435.00|
RADIO | | |
0003 105-08520 3.000 EACH | 150.00000 450.00| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 90.000 MOS | 75.00000 6750.00| 75.00000 6750.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 90.000 MOS | 75.00000 6750.00| 50.00000 4500.00|
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 108-01614 LUMP | 6200.00000 6200.00| 10000.00000 10000.00|
PARTNERING OVERHEAD | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 1039000.00000 1039000.00| 1137500.00000 1137500.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 100000.00000 100000.00| 250000.00000 250000.00|
CLEARING RIGHT OF WAY | | |
0017 202-01300 3.000 EACH | 3700.00000 11100.00| 3480.00000 10440.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0018 202-02240 33036.000 SYS | 11.00000 363396.00| 10.00000 330360.00|
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -22
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-09239 1.000 EACH | 1988.00000 1988.00| 1988.00000 1988.00|
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0020 202-51328 LUMP | 130000.00000 130000.00| 125000.00000 125000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
HANCOCK #65 | | |
0021 202-51328 LUMP | 100000.00000 100000.00| 100000.00000 100000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
I70-95-05387-JCWB | | |
0022 202-51328 LUMP | 75000.00000 75000.00| 100000.00000 100000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR I70-95-05387 | | |
0023 202-82066 2.000 EACH | 230.00000 460.00| 230.00000 460.00|
SIGN CIRCUITRY, CANTILEVERS, REMOVE | | |
0024 202-93763 29.000 EACH | 575.00000 16675.00| 355.00000 10295.00|
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0025 202-94116 68.000 EACH | 33.00000 2244.00| 33.00000 2244.00|
LUMINAIRE, REMOVE | | |
0026 202-95579 4.000 EACH | 115.00000 460.00| 115.00000 460.00|
SERVICE POINT, REMOVE | | |
0027 202-96022 2.000 EACH | 1050.00000 2100.00| 1250.00000 2500.00|
CONCRETE FOUNDATION, REMOVE | | |
0028 202-96070 2.000 EACH | 2310.00000 4620.00| 2310.00000 4620.00|
HIGH MAST TOWER, REMOVE | | |
0029 203-02000 236010.000 CYS | 5.50000 1298055.00| 10.00000 2360100.00|
EXCAVATION, COMMON | | |
0030 203-02070 1280.000 CYS | 10.00000 12800.00| 50.00000 64000.00|
BORROW | | |
0031 204-02290 11.000 EACH | 800.00000 8800.00| 1000.00000 11000.00|
SETTLEMENT PLATE | | |
0032 205-04931 7.000 EACH | 2200.00000 15400.00| 100.00000 700.00|
SEDIMENT TRAP | | |
0033 205-06931 333.000 TON | 70.00000 23310.00| 28.00000 9324.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 8.000 EACH | 100.00000 800.00| 100.00000 800.00|
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06934 83.000 TON | 346.00000 28718.00| 346.00000 28718.00|
TEMPORARY MULCHING | | |
0036 205-06935 1.000 EACH | 10000.00000 10000.00| 1000.00000 1000.00|
TEMPORARY SEDIMENT BASIN , 1826 CYD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -23
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 205-06937 13829.000 LFT | 1.24000 17147.96| 1.24000 17147.96|
TEMPORARY SILT FENCE | | |
0038 206-51215 103.000 CYS | 45.00000 4635.00| 45.00000 4635.00|
EXCAVATION, X | | |
0039 206-51220 624.000 CYS | 42.00000 26208.00| 30.00000 18720.00|
EXCAVATION, WET | | |
0040 206-51225 103.000 CYS | 23.00000 2369.00| 30.00000 3090.00|
EXCAVATION, DRY | | |
0041 207-08262 179115.000 SYS | 5.00000 895575.00| 2.90000 519433.50|
SUBGRADE TREATMENT, TYPE I | | |
0042 207-08267 7565.000 SYS | 7.05000 53333.25| 7.00000 52955.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0043 211-02050 3949.000 CYS | 28.00000 110572.00| 19.00000 75031.00|
B BORROW | | |
0044 211-06467 55.000 CYS | 65.00000 3575.00| 95.00000 5225.00|
AGGREGATE FOR END BENT BACKFILL | | |
0045 211-09264 3760.000 CYS | 22.00000 82720.00| 19.00000 71440.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0046 211-09266 6627.000 CYS | 28.00000 185556.00| 25.00000 165675.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0047 213-09269 31.200 CYS | 100.00000 3120.00| 80.00000 2496.00|
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0048 302-06464 33767.000 CYS | 40.00000 1350680.00| 38.00000 1283146.00|
SUBBASE FOR PCCP | | |
0049 302-07455 85.300 CYS | 70.00000 5971.00| 90.00000 7677.00|
DENSE GRADED SUBBASE | | |
0050 303-01180 14111.000 TON | 20.00000 282220.00| 18.50000 261053.50|
COMPACTED AGGREGATE, NO. 53 | | |
0051 303-07449 78.000 TON | 40.00000 3120.00| 25.00000 1950.00|
COMPACTED AGGREGATE, NO. 73 | | |
0052 304-07489 31.000 TON | 169.00000 5239.00| 145.00000 4495.00|
HMA PATCHING, TYPE A | | |
0053 304-07490 3.600 TON | 500.00000 1800.00| 280.00000 1008.00|
HMA PATCHING, TYPE B | | |
0054 306-08036 4221.000 SYS | 3.20000 13507.20| 2.35000 9919.35|
MILLING, ASPHALT, 2 IN. | | |
0055 401-07335 2708.000 TON | 98.00000 265384.00| 90.00000 243720.00|
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0056 401-07404 3931.000 TON | 62.00000 243722.00| 69.00000 271239.00|
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -24
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 401-07409 17865.000 TON | 57.00000 1018305.00| 52.50000 937912.50|
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0058 402-07453 1999.000 TON | 68.00000 135932.00| 75.00000 149925.00|
HMA FOR TEMPORARY PAVEMENT | | |
0059 406-05520 190.000 TON | 540.00000 102600.00| 1.00000 190.00|
ASPHALT FOR TACK COAT | | |
0060 501-06266 LUMP | 7133.61000 7133.61| 25000.00000 25000.00|
PROFILOGRAPH, PCCP | | |
0061 501-06323 93116.000 SYS | 34.84000 3244161.44| 32.50000 3026270.00|
QC/QA-PCCP, 12 IN. | | |
0062 501-06326 41950.000 SYS | 42.20000 1770290.00| 47.50000 1992625.00|
QC/QA-PCCP, 15 IN. | | |
0063 503-03489 5447.000 EACH | 8.50000 46299.50| 10.00000 54470.00|
RETROFITTED TIE BARS | | |
0064 503-05240 70227.000 LFT | 10.49000 736681.23| 10.00000 702270.00|
D-1 CONTRACTION JOINT | | |
0065 601-01522 5.000 EACH | 1800.00000 9000.00| 1800.00000 9000.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0066 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0067 601-05999 6.000 EACH | 40.00000 240.00| 40.00000 240.00|
CURVED TERMINAL END | | |
0068 601-06224 3.000 EACH | 23500.00000 70500.00| 23500.00000 70500.00|
IMPACT ATTENUATOR, CR, W1, TL-2 | | |
0069 601-06238 6.000 EACH | 16500.00000 99000.00| 16500.00000 99000.00|
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0070 601-06421 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 , STAGE 1 | | |
0071 601-06421 1.000 EACH | 2600.00000 2600.00| 2600.00000 2600.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 , STAGE 2 | | |
0072 601-07009 1.000 EACH | 9500.00000 9500.00| 9500.00000 9500.00|
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0073 601-07589 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 1 | | |
0074 601-07589 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -25
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 601-08433 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0076 601-08434 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0077 601-09149 1.000 EACH | 28500.00000 28500.00| 28500.00000 28500.00|
IMPACT ATTENUATOR, CR1, W1, TL-3 | | |
0078 601-94689 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00|
GUARDRAIL END TREATMENT, OS | | |
0079 601-99105 443.750 LFT | 20.00000 8875.00| 20.00000 8875.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0080 602-06729 466.000 EACH | 9.35000 4357.10| 7.00000 3262.00|
BARRIER DELINEATOR | | |
0081 602-08472 1783.000 LFT | 52.29000 93233.07| 60.00000 106980.00|
CONCRETE BARRIER, 33 IN. | | |
0082 602-08603 5041.000 LFT | 58.69000 295856.29| 60.00000 302460.00|
CONCRETE BARRIER, 45 IN. | | |
0083 602-08606 705.000 LFT | 46.77000 32972.85| 68.00000 47940.00|
CONCRETE BARRIER, 33 IN., MODIFIED | | |
0084 602-09465 2312.000 LFT | 170.50000 394196.00| 68.00000 157216.00|
BARRIER, CONCRETE, 45 IN., DOUBLE, | | |
MODIFIED, 2 | | |
0085 602-09466 304.000 LFT | 173.73000 52813.92| 68.00000 20672.00|
BARRIER, CONCRETE, 54 IN., SINGLE FACE, | | |
MODIFIED, 4 | | |
0086 603-06040 11480.000 LFT | 5.00000 57400.00| 5.00000 57400.00|
FENCE, FARM FIELD, 47 IN. | | |
0087 605-06090 969.000 LFT | 7.00000 6783.00| 18.00000 17442.00|
CURB, INTEGRAL, CONCRETE | | |
0088 605-06095 120.000 LFT | 7.20000 864.00| 18.00000 2160.00|
CURB, INTEGRAL, B, CONCRETE | | |
0089 605-06100 3359.000 LFT | 7.00000 23513.00| 18.00000 60462.00|
CURB, INTEGRAL, C, CONCRETE | | |
0090 605-06120 53.000 LFT | 28.00000 1484.00| 17.00000 901.00|
CURB, CONCRETE | | |
0091 605-06140 4515.000 LFT | 18.00000 81270.00| 14.00000 63210.00|
CURB AND GUTTER, CONCRETE | | |
0092 605-06150 3242.000 LFT | 20.00000 64840.00| 14.00000 45388.00|
CURB AND GUTTER, C, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -26
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 605-06250 915.000 SYS | 85.00000 77775.00| 90.00000 82350.00|
CENTER CURB, C, CONCRETE | | |
0094 606-07485 43928.000 LFT | 0.36000 15814.08| 0.27000 11860.56|
MILLED PCCP SHOULDER CORRUGATIONS | | |
0095 609-06259 556.200 SYS | 110.00000 61182.00| 95.00000 52839.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0096 610-07487 821.000 TON | 95.00000 77995.00| 83.00000 68143.00|
HMA FOR APPROACHES, TYPE B | | |
0097 610-08446 414.000 SYS | 45.00000 18630.00| 45.00000 18630.00|
PCCP FOR APPROACHES, 6 IN. | | |
0098 610-09108 1806.000 SYS | 51.00000 92106.00| 51.00000 92106.00|
PCCP FOR APPROACHES, 9 IN. | | |
0099 611-06497 5.000 EACH | 140.00000 700.00| 140.00000 700.00|
MAILBOX ASSEMBLY, SINGLE | | |
0100 611-06498 3.000 EACH | 170.00000 510.00| 170.00000 510.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0101 615-06490 82.000 EACH | 120.00000 9840.00| 120.00000 9840.00|
RIGHT OF WAY MARKER | | |
0102 615-06505 11.000 EACH | 450.00000 4950.00| 450.00000 4950.00|
MONUMENT, B | | |
0103 615-06510 10.000 EACH | 300.00000 3000.00| 300.00000 3000.00|
MONUMENT, C | | |
0104 615-06515 61.000 EACH | 75.00000 4575.00| 75.00000 4575.00|
MONUMENT, D | | |
0105 616-02320 6438.000 SYS | 0.99000 6373.62| 1.25000 8047.50|
GEOTEXTILES | | |
0106 616-05688 3514.000 TON | 42.00000 147588.00| 36.00000 126504.00|
RIPRAP, CLASS 1 | | |
0107 616-06405 1396.000 TON | 33.00000 46068.00| 31.00000 43276.00|
RIPRAP, REVETMENT | | |
0108 616-06406 100.000 SYS | 30.00000 3000.00| 25.00000 2500.00|
RIPRAP, REVETMENT , RE-USE EXISTING | | |
0109 621-01004 4.000 EACH | 525.00000 2100.00| 525.00000 2100.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0110 621-02318 10.000 LBS | 93.00000 930.00| 93.00000 930.00|
SEED MIXTURE, PRAIRIE GRASS | | |
0111 621-04258 10.000 LBS | 106.25000 1062.50| 106.25000 1062.50|
SEED MIXTURE , SWALE MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -27
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 621-06545 16.000 TON | 1545.00000 24720.00| 1545.00000 24720.00|
FERTILIZER | | |
0113 621-06554 6195.000 LBS | 2.73000 16912.35| 2.73000 16912.35|
SEED MIXTURE, U | | |
0114 621-06557 3098.000 LBS | 2.10000 6505.80| 2.10000 6505.80|
SEED MIXTURE, T | | |
0115 621-06565 83.000 TON | 333.00000 27639.00| 333.00000 27639.00|
MULCHING MATERIAL | | |
0116 621-06567 54.200 kGAL | 1.00000 54.20| 1.00000 54.20|
WATER | | |
0117 621-06574 15069.500 SYS | 2.67000 40235.57| 2.67000 40235.57|
SODDING | | |
0118 628-09403 30.000 MOS | 3500.00000 105000.00| 2000.00000 60000.00|
FIELD OFFICE, C | | |
0119 628-09407 60.000 MOS | 250.00000 15000.00| 125.00000 7500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0120 701-51195 4047.000 LFT | 50.00000 202350.00| 56.00000 226632.00|
PILE, STEEL H, HP 12" X 53 | | |
0121 701-91792 122.000 EACH | 120.00000 14640.00| 115.00000 14030.00|
PILE TIP, STEEL H | | |
0122 702-51005 376.000 CYS | 570.00000 214320.00| 700.00000 263200.00|
CONCRETE, A, SUBSTRUCTURE | | |
0123 702-51015 139.600 CYS | 300.00000 41880.00| 525.00000 73290.00|
CONCRETE, B, FOOTINGS | | |
0124 702-51110 2118.000 LBS | 1.50000 3177.00| 5.00000 10590.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0125 702-51863 1905.000 EACH | 7.50000 14287.50| 4.25000 8096.25|
FIELD DRILLED HOLE IN CONCRETE | | |
0126 703-51030 46364.000 LBS | 0.80000 37091.20| 0.75000 34773.00|
REINFORCING STEEL | | |
0127 703-51032 241386.000 LBS | 0.89000 214833.54| 0.80000 193108.80|
REINFORCING STEEL, EPOXY COATED | | |
0128 704-51002 563.500 CYS | 650.00000 366275.00| 525.00000 295837.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0129 706-05734 2.000 EACH | 1360.00000 2720.00| 1800.00000 3600.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0130 706-06342 370.500 LFT | 105.00000 38902.50| 40.00000 14820.00|
RAILING, PS-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -28
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 706-06353 4.000 EACH | 2400.00000 9600.00| 1750.00000 7000.00|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-1 | | |
0132 706-08496 1108.000 SYS | 138.00000 152904.00| 150.00000 166200.00|
REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |
0133 706-51020 255.200 CYS | 450.00000 114840.00| 450.00000 114840.00|
CONCRETE, C, RAILING | | |
0134 707-05973 3123.000 SFT | 75.00000 234225.00| 100.00000 312300.00|
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0136 709-51821 LUMP | 4250.00000 4250.00| 4000.00000 4000.00|
SURFACE SEAL , HANCOCK #65 | | |
0137 709-51821 LUMP | 2460.00000 2460.00| 3200.00000 3200.00|
SURFACE SEAL , I70-95-05387-JCWB | | |
0138 709-51821 LUMP | 4400.00000 4400.00| 3200.00000 3200.00|
SURFACE SEAL , STR I70-95-05387 | | |
0139 711-51038 LUMP | 100000.00000 100000.00| 111000.00000 111000.00|
STRUCTURAL STEEL , I70-95-05387-JCWB | | |
0140 711-51038 LUMP | 200000.00000 200000.00| 220000.00000 220000.00|
STRUCTURAL STEEL , STR I70-95-05387 | | |
0141 714-07892 170.000 LFT | 710.00000 120700.00| 500.00000 85000.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 9 FT. X 3 FT. | | |
0142 715-04844 3.000 EACH | 900.00000 2700.00| 2500.00000 7500.00|
GRATED BOX END SECTION, RESET | | |
0143 715-05019 220.000 LFT | 80.00000 17600.00| 57.00000 12540.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0145 715-05048 47857.000 LFT | 2.65000 126821.05| 3.00000 143571.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0146 715-05053 5180.000 LFT | 10.00000 51800.00| 15.00000 77700.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0147 715-05119 66.000 LFT | 45.00000 2970.00| 22.00000 1452.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0148 715-05121 220.000 LFT | 52.00000 11440.00| 24.00000 5280.00|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0149 715-05125 201.000 LFT | 66.00000 13266.00| 46.00000 9246.00|
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0150 715-05128 202.000 LFT | 104.00000 21008.00| 79.00000 15958.00|
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -29
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 715-05149 3658.000 LFT | 43.00000 157294.00| 23.00000 84134.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0152 715-05151 814.000 LFT | 45.00000 36630.00| 26.00000 21164.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0153 715-05152 3015.000 LFT | 42.00000 126630.00| 29.00000 87435.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0154 715-05154 1189.000 LFT | 56.00000 66584.00| 37.00000 43993.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0155 715-05156 1561.000 LFT | 63.00000 98343.00| 45.00000 70245.00|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0156 715-05169 42.000 LFT | 45.00000 1890.00| 27.00000 1134.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0157 715-05248 354.000 LFT | 240.00000 84960.00| 210.00000 74340.00|
PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. , | | |
RCP | | |
0158 715-05407 180.000 LFT | 11.00000 1980.00| 10.00000 1800.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0159 715-05595 144.000 LFT | 60.00000 8640.00| 37.00000 5328.00|
PIPE EXTENSION, CIRCULAR, 15 IN. | | |
0160 715-05596 11.000 LFT | 75.00000 825.00| 58.00000 638.00|
PIPE EXTENSION, CIRCULAR, 18 IN. | | |
0161 715-05757 42.000 LFT | 90.00000 3780.00| 75.00000 3150.00|
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0162 715-06004 8.000 EACH | 1100.00000 8800.00| 1320.00000 10560.00|
CONCRETE ANCHOR, 48 IN. | | |
0163 715-06337 183.000 LFT | 110.00000 20130.00| 92.00000 16836.00|
PIPE EXTENSION, CIRCULAR, 48 IN. | | |
0164 715-07303 4.000 EACH | 1150.00000 4600.00| 1720.00000 6880.00|
CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | |
0165 715-46000 21.000 EACH | 600.00000 12600.00| 360.00000 7560.00|
PIPE END SECTION, 12 IN. | | |
0166 715-46005 25.000 EACH | 620.00000 15500.00| 415.00000 10375.00|
PIPE END SECTION, 15 IN. | | |
0167 715-46010 4.000 EACH | 700.00000 2800.00| 500.00000 2000.00|
PIPE END SECTION, 18 IN. | | |
0168 715-46020 1.000 EACH | 1100.00000 1100.00| 570.00000 570.00|
PIPE END SECTION, 24 IN. | | |
0169 715-46030 5.000 EACH | 1200.00000 6000.00| 785.00000 3925.00|
PIPE END SECTION, 30 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -30
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0170 715-46040 4.000 EACH | 1600.00000 6400.00| 1030.00000 4120.00|
PIPE END SECTION, 36 IN. | | |
0171 715-91361 27.000 LFT | 45.00000 1215.00| 25.00000 675.00|
PIPE, PVC, 6 IN. | | |
0172 715-98974 1.000 EACH | 10000.00000 10000.00| 10000.00000 10000.00|
GRATED BOX END SECTION, II, 6:1, 36 IN. | | |
0173 718-06528 59.000 EACH | 650.00000 38350.00| 430.00000 25370.00|
OUTLET PROTECTOR, 1 | | |
0174 718-06529 39.000 EACH | 625.00000 24375.00| 400.00000 15600.00|
OUTLET PROTECTOR, 2 | | |
0175 718-52610 3788.000 CYS | 31.00000 117428.00| 30.00000 113640.00|
AGGREGATE FOR UNDERDRAINS | | |
0176 718-99153 47167.000 SYS | 1.00000 47167.00| 0.85000 40091.95|
GEOTEXTILES FOR UNDERDRAIN | | |
0177 720-08559 1.000 EACH | 55000.00000 55000.00| 35000.00000 35000.00|
BEST MANAGEMENT PRACITICES , | | |
STORMCEPTER STC4800 | | |
0178 720-08559 1.000 EACH | 42000.00000 42000.00| 50000.00000 50000.00|
BEST MANAGEMENT PRACITICES , | | |
STORMCEPTOR STC16000 | | |
0179 720-09079 14.000 EACH | 2600.00000 36400.00| 1600.00000 22400.00|
INLET, HA5, MODIFIED | | |
0180 720-44000 3.000 EACH | 320.00000 960.00| 460.00000 1380.00|
CASTING, ADJUST TO GRADE | | |
0181 720-44296 4.000 EACH | 450.00000 1800.00| 570.00000 2280.00|
CAP INLET | | |
0182 720-45030 3.000 EACH | 1800.00000 5400.00| 1220.00000 3660.00|
INLET, E7 | | |
0183 720-45035 6.000 EACH | 1800.00000 10800.00| 1250.00000 7500.00|
INLET, F7 | | |
0184 720-45041 8.000 EACH | 4100.00000 32800.00| 2100.00000 16800.00|
INLET, H5 | | |
0185 720-45075 4.000 EACH | 2400.00000 9600.00| 1850.00000 7400.00|
INLET, R13 | | |
0186 720-45085 1.000 EACH | 2800.00000 2800.00| 2160.00000 2160.00|
INLET, T14 | | |
0187 720-45410 13.000 EACH | 2000.00000 26000.00| 2150.00000 27950.00|
MANHOLE, C4 | | |
0188 720-90129 1.000 EACH | 4300.00000 4300.00| 3150.00000 3150.00|
MANHOLE, J2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -31
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0189 720-90349 7.000 EACH | 2700.00000 18900.00| 2100.00000 14700.00|
MANHOLE, C8 | | |
0190 720-90984 1.000 EACH | 3400.00000 3400.00| 1900.00000 1900.00|
MANHOLE, C2 | | |
0191 720-95422 6.000 EACH | 3300.00000 19800.00| 3550.00000 21300.00|
MANHOLE, J4 | | |
0192 720-98174 29.000 EACH | 2600.00000 75400.00| 1725.00000 50025.00|
INLET, B15 | | |
0193 720-98555 23.000 EACH | 2600.00000 59800.00| 1725.00000 39675.00|
INLET, C15 | | |
0194 724-51890 126.200 LFT | 75.00000 9465.00| 105.00000 13251.00|
STRUCTURAL EXPANSION JOINT, BS11 | | |
0195 731-93945 15022.000 SFT | 16.00000 240352.00| 15.00000 225330.00|
FACE PANELS, CONCRETE | | |
0196 731-93946 15022.000 SFT | 9.00000 135198.00| 6.00000 90132.00|
WALL ERECTION | | |
0197 731-93947 1139.000 LFT | 30.00000 34170.00| 20.00000 22780.00|
LEVELING PAD, CONCRETE | | |
0198 732-07653 525.000 TON | 25.00000 13125.00| 20.00000 10500.00|
COARSE AGGREGATE, NO. 8 | | |
0199 732-08419 32.000 SYS | 155.00000 4960.00| 125.00000 4000.00|
MODULAR BLOCK WALL | | |
0200 732-08421 32.000 SYS | 540.00000 17280.00| 115.00000 3680.00|
MODULAR BLOCK WALL ERECTION | | |
0201 801-01093 4.000 EACH | 1495.00000 5980.00| 1495.00000 5980.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0202 801-01504 18.000 EACH | 45.00000 810.00| 45.00000 810.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0203 801-01505 16.000 EACH | 54.00000 864.00| 54.00000 864.00|
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
0204 801-03290 4.000 EACH | 345.00000 1380.00| 345.00000 1380.00|
CONSTRUCTION SIGN, C | | |
0205 801-06203 134907.000 LFT | 0.12000 16188.84| 0.12000 16188.84|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0206 801-06216 347.000 LFT | 2.45000 850.15| 2.45000 850.15|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -32
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0207 801-06640 22.000 EACH | 345.00000 7590.00| 345.00000 7590.00|
CONSTRUCTION SIGN, A | | |
0208 801-06645 6.000 EACH | 125.00000 750.00| 125.00000 750.00|
CONSTRUCTION SIGN, B | | |
0209 801-06775 LUMP | 350000.00000 350000.00| 500000.00000 500000.00|
MAINTAINING TRAFFIC | | |
0210 801-07023 5.000 EACH | 4000.00000 20000.00| 4000.00000 20000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0211 801-07024 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0212 801-07119 504.000 LFT | 17.95000 9046.80| 17.95000 9046.80|
BARRICADE, III-B | | |
0213 801-08400 443.000 LFT | 20.00000 8860.00| 30.00000 13290.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0214 801-08401 10018.000 LFT | 25.00000 250450.00| 35.00000 350630.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0215 801-08508 2454.000 LFT | 31.00000 76074.00| 45.00000 110430.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0216 802-05701 483.000 LFT | 13.00000 6279.00| 13.00000 6279.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0217 802-05702 807.000 LFT | 11.00000 8877.00| 11.00000 8877.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0218 802-05704 44.000 LFT | 12.95000 569.80| 12.95000 569.80|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0219 802-07057 2564.000 SFT | 17.00000 43588.00| 17.00000 43588.00|
SIGN, PANEL, WITH LEGEND | | |
0220 802-07151 20.000 EACH | 402.00000 8040.00| 402.00000 8040.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0221 802-07153 8.000 EACH | 390.00000 3120.00| 390.00000 3120.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0222 802-08276 12.000 EACH | 415.00000 4980.00| 415.00000 4980.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -33
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0223 802-08456 12.000 EACH | 425.00000 5100.00| 425.00000 5100.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0224 802-76025 283.500 SFT | 12.00000 3402.00| 12.00000 3402.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0225 802-76035 534.000 SFT | 12.50000 6675.00| 12.50000 6675.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0226 802-76045 235.000 SFT | 18.35000 4312.25| 18.35000 4312.25|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0227 802-76095 12102.000 LBS | 3.25000 39331.50| 3.25000 39331.50|
STRUCTURAL STEEL, BREAKAWAY | | |
0228 804-06725 25.000 EACH | 25.00000 625.00| 25.00000 625.00|
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0229 805-01815 12.000 EACH | 1980.00000 23760.00| 1980.00000 23760.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0230 805-01842 29.000 EACH | 818.00000 23722.00| 818.00000 23722.00|
HANDHOLE, SIGNAL | | |
0231 805-02087 LUMP | 1120.00000 1120.00| 1120.00000 1120.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0232 805-02373 2453.000 LFT | 2.55000 6255.15| 2.55000 6255.15|
INTERCONNECT CABLE, FIBER OPTIC | | |
0233 805-04956 3.000 EACH | 330.00000 990.00| 330.00000 990.00|
PANEL FOR FIBER OPTICS | | |
0234 805-05582 4.000 EACH | 588.00000 2352.00| 588.00000 2352.00|
FIBER OPTIC TERMINATION | | |
0235 805-06592 9051.000 LFT | 12.00000 108612.00| 12.00000 108612.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0236 805-78106 1.000 EACH | 12110.00000 12110.00| 12110.00000 12110.00|
CONTROLLER AND CABINET, MASTER, MENU | | |
DRIVEN, 8 PHASE | | |
0237 805-78109 2.000 EACH | 10840.00000 21680.00| 10840.00000 21680.00|
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0238 805-78205 18.000 EACH | 510.00000 9180.00| 510.00000 9180.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -34
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0239 805-78215 7.000 EACH | 495.00000 3465.00| 495.00000 3465.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0240 805-78230 3.000 EACH | 930.00000 2790.00| 930.00000 2790.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0241 805-78415 11.000 EACH | 1544.00000 16984.00| 1544.00000 16984.00|
SPAN, CATENARY, AND TETHER | | |
0242 805-78420 12.000 EACH | 221.00000 2652.00| 221.00000 2652.00|
DISCONNECT HANGER | | |
0243 805-78445 3.000 EACH | 606.00000 1818.00| 606.00000 1818.00|
SIGNAL SERVICE | | |
0244 805-78467 145.000 LFT | 2.48000 359.60| 2.48000 359.60|
SIGNAL CABLE, 3C 8GA. | | |
0245 805-78470 9532.000 LFT | 0.40000 3812.80| 0.40000 3812.80|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0246 805-78485 1162.000 LFT | 1.35000 1568.70| 1.35000 1568.70|
SIGNAL CABLE, 5C 14GA. | | |
0247 805-78490 2124.000 LFT | 1.55000 3292.20| 1.55000 3292.20|
SIGNAL CABLE, 7C 14GA. | | |
0248 805-78510 12406.000 LFT | 0.78000 9676.68| 0.78000 9676.68|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0249 805-78785 31.000 EACH | 640.00000 19840.00| 640.00000 19840.00|
SIGNAL DETECTOR HOUSING | | |
0250 805-78795 2326.000 LFT | 7.25000 16863.50| 7.25000 16863.50|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0251 805-78925 3.000 EACH | 910.00000 2730.00| 910.00000 2730.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0252 805-81060 12.000 EACH | 4614.00000 55368.00| 4614.00000 55368.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0253 805-86900 10.000 EACH | 562.00000 5620.00| 562.00000 5620.00|
JUNCTION BOX | | |
0254 805-92504 9.000 EACH | 305.00000 2745.00| 305.00000 2745.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0255 805-97237 1590.000 LFT | 7.00000 11130.00| 7.00000 11130.00|
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0256 805-97237 2649.000 LFT | 7.00000 18543.00| 7.00000 18543.00|
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C , IN GALVANIZED STEEL | | |
CONDUIT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -35
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0257 807-01603 4.000 EACH | 4210.00000 16840.00| 4210.00000 16840.00|
SERVICE POINT, TYPE II | | |
0258 807-02191 4.000 EACH | 655.00000 2620.00| 655.00000 2620.00|
HANDHOLE, LIGHTING | | |
0259 807-02193 38.000 EACH | 863.00000 32794.00| 863.00000 32794.00|
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0260 807-03051 7966.000 LFT | 0.42000 3345.72| 0.42000 3345.72|
LIGHT CABLE, 1C 10GA. | | |
0261 807-03971 250.000 LFT | 5.00000 1250.00| 5.00000 1250.00|
CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | |
FOR ELECTRIC | | |
0262 807-04654 10.000 EACH | 1450.00000 14500.00| 1450.00000 14500.00|
LIGHT POLE , 38 FT. E.M.H., TWIN 6.0 FT | | |
MAST ARMS | | |
0263 807-04654 1.000 EACH | 2296.00000 2296.00| 2296.00000 2296.00|
LIGHT POLE , 42 FT. E.M.H., 25 FT. MAST | | |
ARM | | |
0264 807-04654 6.000 EACH | 1990.00000 11940.00| 1990.00000 11940.00|
LIGHT POLE , 44 FT. E.M.H., 20 FT. MAST | | |
ARM | | |
0265 807-04654 2.000 EACH | 2910.00000 5820.00| 2910.00000 5820.00|
LIGHT POLE , 44 FT. E.M.H., 25 FT. MAST | | |
ARM | | |
0266 807-04922 10.000 EACH | 915.00000 9150.00| 915.00000 9150.00|
LIGHT STANDARD FOUNDATION , IN 45 IN. | | |
CONCRETE MEDIAN WALL | | |
0267 807-07580 16108.000 LFT | 6.90000 111145.20| 6.90000 111145.20|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0268 807-82016 1.000 EACH | 665.00000 665.00| 665.00000 665.00|
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0269 807-82017 1.000 EACH | 882.00000 882.00| 882.00000 882.00|
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
3 LUMINAIRES | | |
0270 807-82440 1.000 EACH | 24330.00000 24330.00| 24330.00000 24330.00|
LIGHT POLE, HIGH MAST, 130 FT. E.M.H. | | |
0271 807-82480 4.000 EACH | 24515.00000 98060.00| 24515.00000 98060.00|
LIGHT POLE, HIGH MAST, 135 FT. E.M.H. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -36
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0272 807-84756 2.000 EACH | 1520.00000 3040.00| 1520.00000 3040.00|
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0273 807-84800 4.000 EACH | 1518.00000 6072.00| 1518.00000 6072.00|
LIGHT POLE, 42 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0274 807-84804 4.000 EACH | 1538.00000 6152.00| 1538.00000 6152.00|
LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0275 807-84808 2.000 EACH | 1533.00000 3066.00| 1533.00000 3066.00|
LIGHT POLE, 42 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0276 807-84814 5.000 EACH | 1554.00000 7770.00| 1554.00000 7770.00|
LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0277 807-84852 1.000 EACH | 1572.00000 1572.00| 1572.00000 1572.00|
LIGHT POLE, 44 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0278 807-84856 1.000 EACH | 1587.00000 1587.00| 1587.00000 1587.00|
LIGHT POLE, 44 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0279 807-84860 3.000 EACH | 1590.00000 4770.00| 1590.00000 4770.00|
LIGHT POLE, 44 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0280 807-84866 15.000 EACH | 1600.00000 24000.00| 1600.00000 24000.00|
LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0281 807-84904 1.000 EACH | 1705.00000 1705.00| 1705.00000 1705.00|
LIGHT POLE, 46 FT. E.M.H., 8.0 FT. MAST | | |
ARM, TRANSFORMER BASE | | |
0282 807-84908 1.000 EACH | 1716.00000 1716.00| 1716.00000 1716.00|
LIGHT POLE, 46 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0283 807-86615 68.000 EACH | 210.00000 14280.00| 210.00000 14280.00|
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
0284 807-86665 38.000 EACH | 620.00000 23560.00| 620.00000 23560.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -37
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0285 807-86790 5.000 EACH | 670.00000 3350.00| 670.00000 3350.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0286 807-86830 5.000 EACH | 6090.00000 30450.00| 6090.00000 30450.00|
CONCRETE FOUNDATION WITH GROUNDING, 4 | | |
FT. DIAMETER X 20 FT. | | |
0287 807-86910 70.000 EACH | 30.00000 2100.00| 30.00000 2100.00|
CONNECTOR KIT, UNFUSED | | |
0288 807-86915 72.000 EACH | 30.00000 2160.00| 30.00000 2160.00|
CONNECTOR KIT, FUSED | | |
0289 807-86920 162.000 EACH | 10.00000 1620.00| 10.00000 1620.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0290 807-86925 20.000 EACH | 45.00000 900.00| 45.00000 900.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0291 807-86930 122.000 EACH | 10.00000 1220.00| 10.00000 1220.00|
INSULATION LINK, NONWATERPROOFED | | |
0292 807-86935 24.000 EACH | 45.00000 1080.00| 45.00000 1080.00|
INSULATION LINK, WATERPROOFED | | |
0293 807-86950 67.000 EACH | 25.00000 1675.00| 25.00000 1675.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0294 807-86955 10.000 EACH | 63.00000 630.00| 63.00000 630.00|
CABLE DUCT MARKER | | |
0295 808-03002 9119.000 LFT | 0.36000 3282.84| 0.36000 3282.84|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0296 808-03631 47617.000 LFT | 0.36000 17142.12| 0.36000 17142.12|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0297 808-03632 35573.000 LFT | 0.36000 12806.28| 0.36000 12806.28|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0298 808-05534 9572.000 LFT | 0.72000 6891.84| 0.72000 6891.84|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0299 808-05535 1546.000 LFT | 9.42000 14563.32| 9.42000 14563.32|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0300 808-06701 757.000 LFT | 0.42000 317.94| 0.42000 317.94|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -38
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0301 808-06703 5083.000 LFT | 0.42000 2134.86| 0.42000 2134.86|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0302 808-06716 25000.000 LFT | 0.28000 7000.00| 0.28000 7000.00|
LINE, REMOVE | | |
0303 808-07310 503.000 LFT | 4.71000 2369.13| 4.71000 2369.13|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH, 12 IN. | | |
0304 808-09038 347.000 LFT | 4.71000 1634.37| 4.71000 1634.37|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 12 IN. | | |
0305 808-74805 326.000 LFT | 11.95000 3895.70| 11.95000 3895.70|
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0306 808-74807 23.000 EACH | 165.00000 3795.00| 165.00000 3795.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0307 808-74808 18.000 EACH | 165.00000 2970.00| 165.00000 2970.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0308 808-75245 8734.000 LFT | 0.42000 3668.28| 0.42000 3668.28|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0309 808-75278 365.000 LFT | 1.83000 667.95| 1.83000 667.95|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0310 808-75297 436.000 LFT | 3.65000 1591.40| 3.65000 1591.40|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0311 808-75320 18.000 EACH | 66.00000 1188.00| 66.00000 1188.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0312 808-75325 11.000 EACH | 95.00000 1045.00| 95.00000 1045.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0313 808-75998 1157.000 EACH | 17.00000 19669.00| 15.83000 18315.31|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0314 808-92027 1329.000 LFT | 0.82000 1089.78| 0.82000 1089.78|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 120 -39
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 120 CONTRACT ID : IR-29900-A COUNTIES : HANCOCK
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1875662 |( )
|MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0315 808-98000 1681.000 LFT | 0.72000 1210.32| 0.72000 1210.32|
LINE, EPOXY, SOLID, YELLOW, 8 IN. | | |
0316 205-09543 100.000 TON | 33.00000 3300.00| 50.00000 5000.00|
NO 2 STONE | | |
0317 702-51863 5447.000 EACH | 7.50000 40852.50| 11.00000 59917.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0318 706-08502 253.000 SYS | 110.00000 27830.00| 190.00000 48070.00|
REINFORCED CONCRETE MOMENT SLAB, 15 IN. | | |
0319 709-51821 LUMP | 2500.00000 2500.00| 2500.00000 2500.00|
SURFACE SEAL | | |
0320 715-05217 45.000 LFT | 47.00000 2115.00| 23.00000 1035.00|
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
SECTION TOTALS | $ 22,451,373.85| $ 22,884,464.12| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 22,451,373.85| $ 22,884,464.12| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -1
VENDOR RANKING
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/17/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0711009
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,311,400.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 2,385,168.26 103.1915%
3 90-0177865 HIS CONSTRUCTORS LLC $ 2,389,240.00 103.3677%
4 35-1128289 BEATY CONSTRUCTION INC $ 2,417,524.40 104.5913%
5 31-1023518 KOKOSING CONSTRUCTION CO INC $ 2,481,330.96 107.3519%
6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 2,521,875.60 109.1060%
7 61-1023045 FAULKNER CONSTRUCTION LLC $ 2,527,000.00 109.3277%
8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,552,271.76 110.4210%
9 35-1385672 FORCE CONSTRUCTION CO INC $ 2,690,486.93 116.4007%
10 35-1817530 PIONEER ASSOCIATES INC $ 2,748,988.88 118.9318%
11 38-2297532 POSEN CONSTRUCTION INC $ 2,757,469.99 119.2987%
12 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,957,803.93 127.9659%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -2
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 8600.00000 8600.00| 15000.00000 15000.00| 13500.00000 13500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 120.00000 240.00| 123.00000 246.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 150.00000 4800.00| 70.00000 2240.00| 78.00000 2496.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 110000.00000 110000.00| 118000.00000 118000.00| 65826.25000 65826.25
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 20015.00000 20015.00| 22000.00000 22000.00| 26242.00000 26242.00
CLEARING RIGHT OF WAY | | |
0011 202-96531 3900.000 LFT | 3.66000 14274.00| 2.65000 10335.00| 2.75000 10725.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0012 203-02000 340.000 CYS | 30.00000 10200.00| 65.00000 22100.00| 36.00000 12240.00
EXCAVATION, COMMON | | |
0013 205-03371 50.000 CYS | 16.00000 800.00| 15.00000 750.00| 37.00000 1850.00
SEDIMENT, REMOVE | | |
0014 205-06931 54.000 TON | 35.00000 1890.00| 33.00000 1782.00| 52.00000 2808.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06932 1955.000 LFT | 7.55000 14760.25| 7.55000 14760.25| 8.00000 15640.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 16.000 EACH | 80.00000 1280.00| 80.00000 1280.00| 83.00000 1328.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 3787.000 LFT | 1.24000 4695.88| 1.24000 4695.88| 1.25000 4733.75
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -3
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 303-02051 100.000 TON | 19.00000 1900.00| 25.00000 2500.00| 19.00000 1900.00
STONE, NO 2 | | |
0019 303-05738 1708.000 TON | 22.00000 37576.00| 23.00000 39284.00| 18.50000 31598.00
AGGREGATE, 5 | | |
0020 601-02103 1162.250 LFT | 22.00000 25569.50| 22.00000 25569.50| 23.00000 26731.75
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0021 601-03464 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 52.00000 52.00
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0022 601-06035 1031.250 LFT | 7.00000 7218.75| 7.00000 7218.75| 7.25000 7476.56
GUARDRAIL, RESET | | |
0023 601-08434 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1040.00000 1040.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0024 601-94689 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2600.00000 2600.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 2368.750 LFT | 16.50000 39084.38| 16.50000 39084.38| 17.25000 40860.94
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-06045 198.000 LFT | 24.15000 4781.70| 24.15000 4781.70| 25.00000 4950.00
FENCE, CHAIN LINK, 48 IN. | | |
0027 615-06490 26.000 EACH | 121.00000 3146.00| 121.00000 3146.00| 126.00000 3276.00
RIGHT OF WAY MARKER | | |
0028 616-02320 30.000 SYS | 3.00000 90.00| 1.42000 42.60| 3.25000 97.50
GEOTEXTILES | | |
0029 620-08426 LUMP | 128000.00000 128000.00| 75000.00000 75000.00| 69500.00000 69500.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 66815.000 SFT | 3.50000 233852.50| 4.40000 293986.00| 3.20000 213808.00
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0031 620-08428 66815.000 SFT | 22.00000 1469930.00| 22.88000 1528727.20| 23.75000 1586856.25
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0032 621-01004 8.000 EACH | 475.00000 3800.00| 475.00000 3800.00| 495.00000 3960.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-06545 3.800 TON | 800.00000 3040.00| 800.00000 3040.00| 830.00000 3154.00
FERTILIZER | | |
0034 621-06554 800.000 LBS | 8.52000 6816.00| 8.52000 6816.00| 8.60000 6880.00
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -4
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 621-06565 19.000 TON | 290.00000 5510.00| 290.00000 5510.00| 300.00000 5700.00
MULCHING MATERIAL | | |
0036 621-07044 640.000 LBS | 3.25000 2080.00| 3.25000 2080.00| 3.40000 2176.00
SEED MIXTURE, T, SPRING MIX | | |
0037 628-09402 16.000 MOS | 2700.00000 43200.00| 1700.00000 27200.00| 2400.00000 38400.00
FIELD OFFICE, B | | |
0038 702-06850 120.000 EACH | 150.00000 18000.00| 50.00000 6000.00| 375.00000 45000.00
SOUND BARRIER FOUNDATION WITH CASING | | |
0039 801-01093 12.000 EACH | 695.00000 8340.00| 695.00000 8340.00| 1870.00000 22440.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0040 801-03290 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| 410.00000 2870.00
CONSTRUCTION SIGN, C | | |
0041 801-03621 LUMP | 6500.00000 6500.00| 6500.00000 6500.00| 8900.00000 8900.00
TEMPORARY ILLUMINATION | | |
0042 801-06640 27.000 EACH | 145.00000 3915.00| 145.00000 3915.00| 195.00000 5265.00
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 5991.04000 5991.04| 18000.00000 18000.00| 16900.00000 16900.00
MAINTAINING TRAFFIC | | |
0044 802-01749 36.000 EACH | 650.00000 23400.00| 650.00000 23400.00| 990.00000 35640.00
SIGN BRACKET, WALL MOUNTED | | |
0045 802-01750 28.000 EACH | 350.00000 9800.00| 350.00000 9800.00| 450.00000 12600.00
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0046 802-76025 20.000 SFT | 19.00000 380.00| 19.00000 380.00| 21.00000 420.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0047 802-76035 270.000 SFT | 20.00000 5400.00| 20.00000 5400.00| 22.00000 5940.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0048 802-76045 162.000 SFT | 22.00000 3564.00| 22.00000 3564.00| 24.00000 3888.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0049 802-76055 180.000 LFT | 11.00000 1980.00| 11.00000 1980.00| 4.00000 720.00
SIGN POST, A | | |
0050 807-07580 1000.000 LFT | 12.00000 12000.00| 12.00000 12000.00| 20.00000 20000.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
SECTION TOTALS | $ 2,311,400.00| $ 2,385,168.26| $ 2,389,240.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,311,400.00| $ 2,385,168.26| $ 2,389,240.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -5
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1023518 |( 6 ) 05-0558668
|BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 20892.39000 20892.39| 10000.00000 10000.00| 37252.70000 37252.70
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 270.22000 540.44| 25.00000 50.00| 450.00000 900.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 151.32000 4842.24| 30.00000 960.00| 130.00000 4160.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 110000.00000 110000.00| 120000.00000 120000.00| 121343.78000 121343.78
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 23000.00000 23000.00| 20000.00000 20000.00| 115081.34000 115081.34
CLEARING RIGHT OF WAY | | |
0011 202-96531 3900.000 LFT | 5.02000 19578.00| 2.65000 10335.00| 6.93000 27027.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0012 203-02000 340.000 CYS | 19.36000 6582.40| 35.00000 11900.00| 14.77000 5021.80
EXCAVATION, COMMON | | |
0013 205-03371 50.000 CYS | 33.95000 1697.50| 15.00000 750.00| 18.07000 903.50
SEDIMENT, REMOVE | | |
0014 205-06931 54.000 TON | 49.66000 2681.64| 20.00000 1080.00| 76.59000 4135.86
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06932 1955.000 LFT | 8.18000 15991.90| 7.55000 14760.25| 7.55000 14760.25
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 16.000 EACH | 86.60000 1385.60| 80.00000 1280.00| 80.00000 1280.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 3787.000 LFT | 1.34000 5074.58| 1.24000 4695.88| 3.55000 13443.85
TEMPORARY SILT FENCE | | |
0018 303-02051 100.000 TON | 25.98000 2598.00| 25.00000 2500.00| 43.50000 4350.00
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -6
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1023518 |( 6 ) 05-0558668
|BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 303-05738 1708.000 TON | 29.00000 49532.00| 40.00000 68320.00| 23.74000 40547.92
AGGREGATE, 5 | | |
0020 601-02103 1162.250 LFT | 23.82000 27684.80| 22.00000 25569.50| 22.86000 26569.04
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0021 601-03464 1.000 EACH | 54.12000 54.12| 50.00000 50.00| 51.95000 51.95
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0022 601-06035 1031.250 LFT | 7.58000 7816.88| 7.00000 7218.75| 7.27000 7497.19
GUARDRAIL, RESET | | |
0023 601-08434 1.000 EACH | 1082.51000 1082.51| 1000.00000 1000.00| 1039.00000 1039.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0024 601-94689 1.000 EACH | 2706.27000 2706.27| 2500.00000 2500.00| 2597.50000 2597.50
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 2368.750 LFT | 17.87000 42329.56| 16.50000 39084.38| 17.14000 40600.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-06045 198.000 LFT | 26.14000 5175.72| 24.15000 4781.70| 25.09000 4967.82
FENCE, CHAIN LINK, 48 IN. | | |
0027 615-06490 26.000 EACH | 130.98000 3405.48| 121.00000 3146.00| 125.72000 3268.72
RIGHT OF WAY MARKER | | |
0028 616-02320 30.000 SYS | 29.66000 889.80| 3.00000 90.00| 4.16000 124.80
GEOTEXTILES | | |
0029 620-08426 LUMP | 73610.52000 73610.52| 100000.00000 100000.00| 72329.46000 72329.46
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 66815.000 SFT | 5.41000 361469.15| 4.65000 310689.75| 4.91000 328061.65
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0031 620-08428 66815.000 SFT | 21.27000 1421155.05| 23.65000 1580174.75| 22.35000 1493315.25
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0032 621-01004 8.000 EACH | 514.20000 4113.60| 475.00000 3800.00| 493.53000 3948.24
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-06545 3.800 TON | 866.00000 3290.80| 800.00000 3040.00| 831.20000 3158.56
FERTILIZER | | |
0034 621-06554 800.000 LBS | 9.23000 7384.00| 8.52000 6816.00| 8.85000 7080.00
SEED MIXTURE, U | | |
0035 621-06565 19.000 TON | 313.93000 5964.67| 290.00000 5510.00| 301.31000 5724.89
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -7
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1023518 |( 6 ) 05-0558668
|BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 621-07044 640.000 LBS | 3.52000 2252.80| 3.25000 2080.00| 3.38000 2163.20
SEED MIXTURE, T, SPRING MIX | | |
0037 628-09402 16.000 MOS | 2278.93000 36462.88| 1000.00000 16000.00| 1482.19000 23715.04
FIELD OFFICE, B | | |
0038 702-06850 120.000 EACH | 103.54000 12424.80| 75.00000 9000.00| 91.44000 10972.80
SOUND BARRIER FOUNDATION WITH CASING | | |
0039 801-01093 12.000 EACH | 752.34000 9028.08| 695.00000 8340.00| 722.11000 8665.32
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0040 801-03290 7.000 EACH | 211.09000 1477.63| 195.00000 1365.00| 202.61000 1418.27
CONSTRUCTION SIGN, C | | |
0041 801-03621 LUMP | 7036.29000 7036.29| 6500.00000 6500.00| 6753.50000 6753.50
TEMPORARY ILLUMINATION | | |
0042 801-06640 27.000 EACH | 156.96000 4237.92| 145.00000 3915.00| 150.66000 4067.82
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 50880.52000 50880.52| 17500.00000 17500.00| 14841.28000 14841.28
MAINTAINING TRAFFIC | | |
0044 802-01749 36.000 EACH | 703.63000 25330.68| 650.00000 23400.00| 675.35000 24312.60
SIGN BRACKET, WALL MOUNTED | | |
0045 802-01750 28.000 EACH | 378.88000 10608.64| 350.00000 9800.00| 363.65000 10182.20
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0046 802-76025 20.000 SFT | 20.57000 411.40| 19.00000 380.00| 19.74000 394.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0047 802-76035 270.000 SFT | 21.65000 5845.50| 20.00000 5400.00| 20.78000 5610.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0048 802-76045 162.000 SFT | 23.82000 3858.84| 22.00000 3564.00| 22.86000 3703.32
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0049 802-76055 180.000 LFT | 11.91000 2143.80| 11.00000 1980.00| 11.43000 2057.40
SIGN POST, A | | |
0050 807-07580 1000.000 LFT | 12.99000 12990.00| 12.00000 12000.00| 12.47000 12470.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
SECTION TOTALS | $ 2,417,524.40| $ 2,481,330.96| $ 2,521,875.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,417,524.40| $ 2,481,330.96| $ 2,521,875.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -8
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1023045 |( 8 ) 31-1323837 |( 9 ) 35-1385672
|FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 27000.00000 27000.00| 9050.00000 9050.00| 16400.00000 16400.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 40.00000 80.00| 214.00000 428.00| 298.72000 597.44
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 20.00000 640.00| 428.00000 13696.00| 179.23000 5735.36
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 128413.87000 128413.87| 127000.00000 127000.00| 134524.15000 134524.15
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 28800.00000 28800.00| 25000.00000 25000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0011 202-96531 3900.000 LFT | 1.30000 5070.00| 2.50000 9750.00| 2.65000 10335.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0012 203-02000 340.000 CYS | 20.00000 6800.00| 22.00000 7480.00| 44.29000 15058.60
EXCAVATION, COMMON | | |
0013 205-03371 50.000 CYS | 20.00000 1000.00| 15.00000 750.00| 42.57000 2128.50
SEDIMENT, REMOVE | | |
0014 205-06931 54.000 TON | 25.00000 1350.00| 40.00000 2160.00| 50.13000 2707.02
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06932 1955.000 LFT | 7.55000 14760.25| 7.55000 14760.25| 7.55000 14760.25
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 16.000 EACH | 80.00000 1280.00| 80.00000 1280.00| 80.00000 1280.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 3787.000 LFT | 1.24000 4695.88| 1.24000 4695.88| 1.24000 4695.88
TEMPORARY SILT FENCE | | |
0018 303-02051 100.000 TON | 18.10000 1810.00| 23.00000 2300.00| 24.66000 2466.00
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -9
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1023045 |( 8 ) 31-1323837 |( 9 ) 35-1385672
|FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 303-05738 1708.000 TON | 26.00000 44408.00| 24.00000 40992.00| 22.18000 37883.44
AGGREGATE, 5 | | |
0020 601-02103 1162.250 LFT | 21.00000 24407.25| 22.00000 25569.50| 22.00000 25569.50
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0021 601-03464 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0022 601-06035 1031.250 LFT | 8.00000 8250.00| 7.00000 7218.75| 7.00000 7218.75
GUARDRAIL, RESET | | |
0023 601-08434 1.000 EACH | 1100.00000 1100.00| 1000.00000 1000.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0024 601-94689 1.000 EACH | 2800.00000 2800.00| 2500.00000 2500.00| 2500.00000 2500.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 2368.750 LFT | 19.00000 45006.25| 16.50000 39084.38| 16.50000 39084.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-06045 198.000 LFT | 40.00000 7920.00| 24.15000 4781.70| 24.15000 4781.70
FENCE, CHAIN LINK, 48 IN. | | |
0027 615-06490 26.000 EACH | 140.00000 3640.00| 121.00000 3146.00| 121.00000 3146.00
RIGHT OF WAY MARKER | | |
0028 616-02320 30.000 SYS | 2.00000 60.00| 3.86000 115.80| 2.66000 79.80
GEOTEXTILES | | |
0029 620-08426 LUMP | 173000.00000 173000.00| 40000.00000 40000.00| 32000.00000 32000.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 66815.000 SFT | 3.80000 253897.00| 8.15000 544542.25| 4.91000 328061.65
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0031 620-08428 66815.000 SFT | 23.10000 1543426.50| 21.75000 1453226.25| 25.25830 1687633.31
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0032 621-01004 8.000 EACH | 475.00000 3800.00| 475.00000 3800.00| 475.00000 3800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-06545 3.800 TON | 800.00000 3040.00| 800.00000 3040.00| 800.00000 3040.00
FERTILIZER | | |
0034 621-06554 800.000 LBS | 8.52000 6816.00| 8.52000 6816.00| 8.52000 6816.00
SEED MIXTURE, U | | |
0035 621-06565 19.000 TON | 290.00000 5510.00| 290.00000 5510.00| 290.00000 5510.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -10
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1023045 |( 8 ) 31-1323837 |( 9 ) 35-1385672
|FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 621-07044 640.000 LBS | 3.25000 2080.00| 3.25000 2080.00| 3.25000 2080.00
SEED MIXTURE, T, SPRING MIX | | |
0037 628-09402 16.000 MOS | 1432.50000 22920.00| 2050.00000 32800.00| 1417.60000 22681.60
FIELD OFFICE, B | | |
0038 702-06850 120.000 EACH | 12.50000 1500.00| 200.00000 24000.00| 998.14000 119776.80
SOUND BARRIER FOUNDATION WITH CASING | | |
0039 801-01093 12.000 EACH | 1800.00000 21600.00| 695.00000 8340.00| 695.00000 8340.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0040 801-03290 7.000 EACH | 395.00000 2765.00| 195.00000 1365.00| 195.00000 1365.00
CONSTRUCTION SIGN, C | | |
0041 801-03621 LUMP | 100.00000 100.00| 6500.00000 6500.00| 6500.00000 6500.00
TEMPORARY ILLUMINATION | | |
0042 801-06640 27.000 EACH | 189.00000 5103.00| 145.00000 3915.00| 145.00000 3915.00
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 6000.00000 6000.00| 17000.00000 17000.00| 40436.80000 40436.80
MAINTAINING TRAFFIC | | |
0044 802-01749 36.000 EACH | 1930.00000 69480.00| 650.00000 23400.00| 650.00000 23400.00
SIGN BRACKET, WALL MOUNTED | | |
0045 802-01750 28.000 EACH | 1050.00000 29400.00| 350.00000 9800.00| 350.00000 9800.00
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0046 802-76025 20.000 SFT | 26.00000 520.00| 19.00000 380.00| 19.00000 380.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0047 802-76035 270.000 SFT | 28.00000 7560.00| 20.00000 5400.00| 20.00000 5400.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0048 802-76045 162.000 SFT | 28.00000 4536.00| 22.00000 3564.00| 22.00000 3564.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0049 802-76055 180.000 LFT | 20.00000 3600.00| 11.00000 1980.00| 11.00000 1980.00
SIGN POST, A | | |
0050 807-07580 1000.000 LFT | 1.00000 1000.00| 12.00000 12000.00| 12.00000 12000.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
SECTION TOTALS | $ 2,527,000.00| $ 2,552,271.76| $ 2,690,486.93
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,527,000.00| $ 2,552,271.76| $ 2,690,486.93
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -11
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1817530 |( 11 ) 38-2297532 |( 12 ) 35-1618530
|PIONEER ASSOCIATES INC |POSEN CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 9910.00000 9910.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 135.00000 4320.00| 100.00000 3200.00| 75.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 150000.00000 150000.00| 125000.00000 125000.00| 147890.19000 147890.19
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 30000.00000 30000.00| 6000.00000 6000.00| 29578.03000 29578.03
CLEARING RIGHT OF WAY | | |
0011 202-96531 3900.000 LFT | 2.65000 10335.00| 2.65000 10335.00| 2.65000 10335.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0012 203-02000 340.000 CYS | 17.00000 5780.00| 12.75000 4335.00| 25.00000 8500.00
EXCAVATION, COMMON | | |
0013 205-03371 50.000 CYS | 50.00000 2500.00| 11.44000 572.00| 40.00000 2000.00
SEDIMENT, REMOVE | | |
0014 205-06931 54.000 TON | 100.00000 5400.00| 37.32000 2015.28| 40.00000 2160.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06932 1955.000 LFT | 7.55000 14760.25| 7.55000 14760.25| 7.55000 14760.25
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 16.000 EACH | 80.00000 1280.00| 80.00000 1280.00| 80.00000 1280.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 3787.000 LFT | 1.24000 4695.88| 1.24000 4695.88| 1.24000 4695.88
TEMPORARY SILT FENCE | | |
0018 303-02051 100.000 TON | 35.00000 3500.00| 26.70000 2670.00| 30.00000 3000.00
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -12
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1817530 |( 11 ) 38-2297532 |( 12 ) 35-1618530
|PIONEER ASSOCIATES INC |POSEN CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 303-05738 1708.000 TON | 23.49000 40120.92| 22.95000 39198.60| 27.00000 46116.00
AGGREGATE, 5 | | |
0020 601-02103 1162.250 LFT | 22.00000 25569.50| 21.00000 24407.25| 22.00000 25569.50
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0021 601-03464 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0022 601-06035 1031.250 LFT | 7.00000 7218.75| 7.00000 7218.75| 7.00000 7218.75
GUARDRAIL, RESET | | |
0023 601-08434 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0024 601-94689 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 2368.750 LFT | 16.50000 39084.38| 16.50000 39084.38| 16.50000 39084.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-06045 198.000 LFT | 24.15000 4781.70| 24.15000 4781.70| 24.15000 4781.70
FENCE, CHAIN LINK, 48 IN. | | |
0027 615-06490 26.000 EACH | 121.00000 3146.00| 121.00000 3146.00| 121.00000 3146.00
RIGHT OF WAY MARKER | | |
0028 616-02320 30.000 SYS | 3.00000 90.00| 4.44000 133.20| 3.00000 90.00
GEOTEXTILES | | |
0029 620-08426 LUMP | 35000.00000 35000.00| 62000.00000 62000.00| 35000.00000 35000.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 66815.000 SFT | 5.50000 367482.50| 5.38000 359464.70| 13.00000 868595.00
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0031 620-08428 66815.000 SFT | 27.00000 1804005.00| 26.72000 1785296.80| 20.75000 1386411.25
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0032 621-01004 8.000 EACH | 475.00000 3800.00| 475.00000 3800.00| 475.00000 3800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-06545 3.800 TON | 800.00000 3040.00| 800.00000 3040.00| 800.00000 3040.00
FERTILIZER | | |
0034 621-06554 800.000 LBS | 8.52000 6816.00| 8.52000 6816.00| 8.52000 6816.00
SEED MIXTURE, U | | |
0035 621-06565 19.000 TON | 290.00000 5510.00| 290.00000 5510.00| 290.00000 5510.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 140 -13
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 140 CONTRACT ID : IR-30579-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1817530 |( 11 ) 38-2297532 |( 12 ) 35-1618530
|PIONEER ASSOCIATES INC |POSEN CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 621-07044 640.000 LBS | 3.25000 2080.00| 3.25000 2080.00| 3.25000 2080.00
SEED MIXTURE, T, SPRING MIX | | |
0037 628-09402 16.000 MOS | 2800.00000 44800.00| 1200.00000 19200.00| 2500.00000 40000.00
FIELD OFFICE, B | | |
0038 702-06850 120.000 EACH | 200.00000 24000.00| 250.00000 30000.00| 150.00000 18000.00
SOUND BARRIER FOUNDATION WITH CASING | | |
0039 801-01093 12.000 EACH | 695.00000 8340.00| 1800.00000 21600.00| 1800.00000 21600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0040 801-03290 7.000 EACH | 195.00000 1365.00| 395.00000 2765.00| 395.00000 2765.00
CONSTRUCTION SIGN, C | | |
0041 801-03621 LUMP | 1000.00000 1000.00| 6500.00000 6500.00| 8555.00000 8555.00
TEMPORARY ILLUMINATION | | |
0042 801-06640 27.000 EACH | 145.00000 3915.00| 189.00000 5103.00| 189.00000 5103.00
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 17000.00000 17000.00| 81172.20000 81172.20| 107000.00000 107000.00
MAINTAINING TRAFFIC | | |
0044 802-01749 36.000 EACH | 935.00000 33660.00| 650.00000 23400.00| 957.00000 34452.00
SIGN BRACKET, WALL MOUNTED | | |
0045 802-01750 28.000 EACH | 125.00000 3500.00| 350.00000 9800.00| 436.00000 12208.00
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0046 802-76025 20.000 SFT | 23.50000 470.00| 19.00000 380.00| 20.50000 410.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0047 802-76035 270.000 SFT | 14.00000 3780.00| 20.00000 5400.00| 21.00000 5670.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0048 802-76045 162.000 SFT | 19.00000 3078.00| 22.00000 3564.00| 23.00000 3726.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0049 802-76055 180.000 LFT | 4.50000 810.00| 11.00000 1980.00| 3.90000 702.00
SIGN POST, A | | |
0050 807-07580 1000.000 LFT | 9.00000 9000.00| 12.00000 12000.00| 19.50000 19500.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
SECTION TOTALS | $ 2,748,988.88| $ 2,757,469.99| $ 2,957,803.93
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,748,988.88| $ 2,757,469.99| $ 2,957,803.93
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -1
VENDOR RANKING
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/19/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2435010
2435010
2433001
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 3,416,000.00 100.0000%
2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,597,835.30 105.3230%
3 35-1917625 MILESTONE CONTRACTORS LP $ 3,610,800.00 105.7026%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 3,917,053.50 114.6678%
5 35-1357381 O`MARA DAVE CONTRACTOR $ 4,084,587.12 119.5722%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -2
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE AND PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 31100.00000 31100.00| 50000.00000 50000.00| 56433.50000 56433.50
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 150.00000 600.00| 130.00000 520.00| 115.00000 460.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 104.000 MOS | 150.00000 15600.00| 90.00000 9360.00| 115.00000 11960.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 108-01614 LUMP | 12600.00000 12600.00| 12500.00000 12500.00| 13200.00000 13200.00
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 150000.00000 150000.00| 142500.00000 142500.00| 180000.00000 180000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 59741.93000 59741.93| 50000.00000 50000.00| 35100.00000 35100.00
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 2000.00000 2000.00| 1500.00000 1500.00| 1275.00000 1275.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 12371.000 SYS | 7.00000 86597.00| 5.00000 61855.00| 6.10000 75463.10
PAVEMENT REMOVAL | | |
0016 202-02241 311.000 LFT | 6.00000 1866.00| 2.00000 622.00| 6.30000 1959.30
GUARDRAIL, REMOVE | | |
0017 202-02271 2.000 EACH | 700.00000 1400.00| 50.00000 100.00| 220.00000 440.00
HEADWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -3
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02278 1735.000 LFT | 4.00000 6940.00| 1.00000 1735.00| 2.40000 4164.00
CURB, CONCRETE, REMOVE | | |
0019 202-03875 10.000 EACH | 600.00000 6000.00| 25.00000 250.00| 225.00000 2250.00
CONCRETE STEPS, REMOVE | | |
0020 202-51330 LUMP | 22000.00000 22000.00| 20000.00000 20000.00| 29750.00000 29750.00
PRESENT STRUCTURE, REMOVE , 6' X 4' X | | |
390' BOX STRUCTURE | | |
0021 202-51330 LUMP | 11500.00000 11500.00| 25000.00000 25000.00| 29750.00000 29750.00
PRESENT STRUCTURE, REMOVE , STR NO 11 | | |
0022 202-52710 3438.000 SYS | 9.00000 30942.00| 1.00000 3438.00| 3.75000 12892.50
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-74025 85.000 LFT | 3.81000 323.85| 1.00000 85.00| 8.40000 714.00
FENCE, REMOVE | | |
0024 202-90747 280.000 LFT | 5.00000 1400.00| 1.00000 280.00| 3.50000 980.00
RETAINING WALL, REMOVE | | |
0025 202-91351 500.000 LFT | 40.00000 20000.00| 10.00000 5000.00| 7.75000 3875.00
TRACK, REMOVE | | |
0026 202-91385 14.000 EACH | 250.00000 3500.00| 10.00000 140.00| 430.00000 6020.00
INLET, REMOVE | | |
0027 202-96133 740.000 LFT | 11.00000 8140.00| 8.50000 6290.00| 25.75000 19055.00
PIPE, REMOVE | | |
0028 203-02000 8539.000 CYS | 17.00000 145163.00| 9.00000 76851.00| 20.00000 170780.00
EXCAVATION, COMMON | | |
0029 205-03371 200.000 CYS | 11.00000 2200.00| 5.00000 1000.00| 8.00000 1600.00
SEDIMENT, REMOVE | | |
0030 205-06933 5.000 EACH | 100.00000 500.00| 80.00000 400.00| 105.00000 525.00
TEMPORARY DITCH INLET PROTECTION | | |
0031 205-06936 95.000 TON | 31.00000 2945.00| 27.00000 2565.00| 44.95000 4270.25
TEMPORARY SEDIMENT TRAP | | |
0032 205-06937 9635.000 LFT | 1.36000 13103.60| 1.35000 13007.25| 1.40000 13489.00
TEMPORARY SILT FENCE | | |
0033 207-08267 5210.000 SYS | 7.00000 36470.00| 9.00000 46890.00| 10.50000 54705.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 207-08268 19371.000 SYS | 14.00000 271194.00| 13.00000 251823.00| 13.00000 251823.00
SUBGRADE TREATMENT, TYPE IV | | |
0035 211-09264 4153.000 CYS | 22.00000 91366.00| 23.00000 95519.00| 22.00000 91366.00
STRUCTURE BACKFILL, TYPE 1 | | |
0036 211-09265 428.000 CYS | 32.00000 13696.00| 35.00000 14980.00| 48.00000 20544.00
STRUCTURE BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -4
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 211-09268 87.000 CYS | 100.00000 8700.00| 66.00000 5742.00| 100.00000 8700.00
STRUCTURE BACKFILL, TYPE 5 | | |
0038 301-07448 4369.000 TON | 17.00000 74273.00| 28.00000 122332.00| 22.00000 96118.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0039 303-02051 100.000 TON | 22.00000 2200.00| 22.00000 2200.00| 22.00000 2200.00
STONE, NO 2 | | |
0040 303-02172 250.000 TON | 30.00000 7500.00| 18.00000 4500.00| 15.00000 3750.00
TEMPORARY AGGREGATE | | |
0041 306-08043 914.000 SYS | 7.00000 6398.00| 8.00000 7312.00| 6.50000 5941.00
MILLING, TRANSITION | | |
0042 401-06264 LUMP | 4000.00000 4000.00| 3200.00000 3200.00| 1705.00000 1705.00
PROFILOGRAPH, HMA | | |
0043 401-07334 1506.000 TON | 93.00000 140058.00| 125.70000 189304.20| 104.40000 157226.40
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0044 401-07403 2732.000 TON | 69.00000 188508.00| 94.85000 259130.20| 83.25000 227439.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0045 401-07424 5203.000 TON | 56.00000 291368.00| 86.55000 450319.65| 62.35000 324407.05
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0046 401-08333 2057.000 TON | 86.00000 176902.00| 98.40000 202408.80| 76.65000 157669.05
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0047 402-07432 297.000 TON | 80.00000 23760.00| 106.70000 31689.90| 79.50000 23611.50
HMA SURFACE, TYPE A | | |
0048 402-07440 895.000 TON | 65.00000 58175.00| 92.00000 82340.00| 57.35000 51328.25
HMA BASE, TYPE A | | |
0049 406-05520 14.500 TON | 0.10000 1.45| 500.00000 7250.00| 650.00000 9425.00
ASPHALT FOR TACK COAT | | |
0050 601-06854 2.000 EACH | 2625.00000 5250.00| 2750.00000 5500.00| 2760.00000 5520.00
GUARDRAIL, W-BEAM, NESTED | | |
0051 601-94689 4.000 EACH | 2475.00000 9900.00| 2500.00000 10000.00| 2605.00000 10420.00
GUARDRAIL END TREATMENT, OS | | |
0052 601-99105 337.500 LFT | 17.50000 5906.25| 18.00000 6075.00| 18.40000 6210.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0053 604-07897 88.000 SYS | 234.04000 20595.52| 165.00000 14520.00| 168.00000 14784.00
CURB RAMP, CONCRETE, C | | |
0054 604-07900 26.000 SYS | 187.54000 4876.04| 165.00000 4290.00| 168.00000 4368.00
CURB RAMP, CONCRETE, F | | |
0055 604-07901 78.000 SYS | 187.99000 14663.22| 165.00000 12870.00| 168.00000 13104.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -5
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 604-07903 18.000 SYS | 206.15000 3710.70| 165.00000 2970.00| 168.00000 3024.00
CURB RAMP, CONCRETE, K | | |
0057 604-44251 4.200 CYS | 800.00000 3360.00| 800.00000 3360.00| 842.00000 3536.40
STEPS, CONCRETE | | |
0058 604-91531 2798.000 SYS | 50.00000 139900.00| 38.00000 106324.00| 43.70000 122272.60
SIDEWALK, CONCRETE, 4 IN. | | |
0059 605-06120 652.000 LFT | 20.71000 13502.92| 19.50000 12714.00| 36.00000 23472.00
CURB, CONCRETE | | |
0060 605-06125 1110.000 LFT | 25.00000 27750.00| 13.50000 14985.00| 23.00000 25530.00
CURB, CONCRETE, MODIFIED | | |
0061 605-06140 3141.000 LFT | 20.00000 62820.00| 18.00000 56538.00| 21.00000 65961.00
CURB AND GUTTER, CONCRETE | | |
0062 610-07486 27.000 TON | 189.24000 5109.48| 160.00000 4320.00| 170.00000 4590.00
HMA FOR APPROACHES, TYPE A | | |
0063 610-07712 1395.000 SYS | 64.19000 89545.05| 60.00000 83700.00| 45.00000 62775.00
PCCP FOR APPROACHES, 6 IN. | | |
0064 615-06490 85.000 EACH | 125.00000 10625.00| 130.00000 11050.00| 131.00000 11135.00
RIGHT OF WAY MARKER | | |
0065 615-06505 12.000 EACH | 600.00000 7200.00| 625.00000 7500.00| 631.00000 7572.00
MONUMENT, B | | |
0066 615-06527 1.000 EACH | 525.00000 525.00| 550.00000 550.00| 552.00000 552.00
MONUMENT, SECTION CORNER | | |
0067 615-06530 1.000 EACH | 850.00000 850.00| 875.00000 875.00| 894.00000 894.00
POST, BENCHMARK | | |
0068 616-02320 325.000 SYS | 3.18000 1033.50| 1.10000 357.50| 3.60000 1170.00
GEOTEXTILES | | |
0069 616-05689 311.000 TON | 28.08000 8732.88| 27.00000 8397.00| 38.00000 11818.00
RIPRAP, CLASS 2 | | |
0070 621-01004 2.000 EACH | 950.00000 1900.00| 500.00000 1000.00| 999.00000 1998.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0071 621-06545 1.300 TON | 900.00000 1170.00| 875.00000 1137.50| 947.00000 1231.10
FERTILIZER | | |
0072 621-06553 179.000 LBS | 6.03000 1079.37| 3.25000 581.75| 6.30000 1127.70
SEED MIXTURE, R | | |
0073 621-06557 314.000 LBS | 3.90000 1224.60| 1.15000 361.10| 4.10000 1287.40
SEED MIXTURE, T | | |
0074 621-06565 3.100 TON | 300.00000 930.00| 400.00000 1240.00| 315.00000 976.50
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -6
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 621-06567 18.200 kGAL | 1.00000 18.20| 4.00000 72.80| 1.04000 18.93
WATER | | |
0076 621-06575 5042.000 SYS | 2.96000 14924.32| 3.15000 15882.30| 3.11000 15680.62
SODDING, NURSERY | | |
0077 628-09403 26.000 MOS | 2516.66000 65433.16| 1650.00000 42900.00| 1840.00000 47840.00
FIELD OFFICE, C | | |
0078 628-09407 52.000 MOS | 457.57000 23793.64| 225.00000 11700.00| 117.00000 6084.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0079 702-51863 200.000 EACH | 11.82000 2364.00| 5.00000 1000.00| 10.00000 2000.00
FIELD DRILLED HOLE IN CONCRETE | | |
0080 702-90915 11.300 CYS | 1213.34000 13710.74| 940.00000 10622.00| 1290.00000 14577.00
CONCRETE, A | | |
0081 702-93722 8.000 CYS | 1460.83000 11686.64| 1325.00000 10600.00| 2300.00000 18400.00
CONCRETE, C | | |
0082 703-51030 2857.000 LBS | 1.43000 4085.51| 1.50000 4285.50| 2.60000 7428.20
REINFORCING STEEL | | |
0083 706-01268 6.000 LFT | 150.00000 900.00| 500.00000 3000.00| 524.00000 3144.00
HANDRAIL, ALUMINUM | | |
0084 714-06660 34.000 SYS | 700.00000 23800.00| 940.00000 31960.00| 970.00000 32980.00
WINGWALL | | |
0085 714-07773 82.000 LFT | 600.00000 49200.00| 745.00000 61090.00| 920.00000 75440.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 3 FT. | | |
0086 714-26708 290.000 LFT | 350.00000 101500.00| 430.00000 124700.00| 565.00000 163850.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0087 714-26723 69.200 LFT | 850.00000 58820.00| 1300.00000 89960.00| 1050.00000 72660.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 10 FT. | | |
0088 715-05024 791.000 LFT | 83.84000 66317.44| 81.00000 64071.00| 59.00000 46669.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0089 715-05048 6634.000 LFT | 5.00000 33170.00| 4.00000 26536.00| 2.90000 19238.60
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0090 715-05053 245.000 LFT | 14.00000 3430.00| 18.00000 4410.00| 19.25000 4716.25
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0091 715-05149 1672.000 LFT | 35.00000 58520.00| 25.80000 43137.60| 46.00000 76912.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0092 715-05151 302.000 LFT | 38.00000 11476.00| 28.00000 8456.00| 34.00000 10268.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -7
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 715-05152 378.000 LFT | 38.00000 14364.00| 40.00000 15120.00| 40.00000 15120.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0094 715-05154 618.000 LFT | 48.00000 29664.00| 48.00000 29664.00| 44.00000 27192.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0095 715-05156 319.000 LFT | 66.00000 21054.00| 55.00000 17545.00| 56.00000 17864.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0096 715-05757 10.000 LFT | 150.00000 1500.00| 140.00000 1400.00| 210.00000 2100.00
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0097 715-06051 10.000 LFT | 60.00000 600.00| 25.00000 250.00| 70.00000 700.00
PIPE EXTENSION, CIRCULAR, 8 IN. | | |
0098 715-08282 102.000 TON | 80.00000 8160.00| 80.00000 8160.00| 111.60000 11383.20
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0099 715-26732 1.000 EACH | 8000.00000 8000.00| 4725.00000 4725.00| 9000.00000 9000.00
GRATED BOX END SECTION, II, 4:1, 36 IN. | | |
0100 718-06528 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 700.00000 700.00
OUTLET PROTECTOR, 1 | | |
0101 718-06531 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 600.00000 600.00
OUTLET PROTECTOR, 3 | | |
0102 718-06532 6879.000 LFT | 1.00000 6879.00| 0.85000 5847.15| 1.04000 7154.16
VIDEO INSPECTION FOR UNDERDRAINS | | |
0103 718-52610 409.000 CYS | 40.00000 16360.00| 48.00000 19632.00| 37.50000 15337.50
AGGREGATE FOR UNDERDRAINS | | |
0104 718-99153 5801.000 SYS | 2.00000 11602.00| 2.30000 13342.30| 1.55000 8991.55
GEOTEXTILES FOR UNDERDRAIN | | |
0105 720-44025 2.000 EACH | 500.00000 1000.00| 400.00000 800.00| 490.00000 980.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0106 720-45015 6.000 EACH | 1400.00000 8400.00| 1200.00000 7200.00| 1460.00000 8760.00
INLET, A8 | | |
0107 720-45045 2.000 EACH | 1500.00000 3000.00| 1275.00000 2550.00| 1525.00000 3050.00
INLET, J10 | | |
0108 720-45070 1.000 EACH | 2000.00000 2000.00| 2400.00000 2400.00| 1952.88000 1952.88
INLET, P12A | | |
0109 720-45115 2.000 EACH | 1400.00000 2800.00| 1175.00000 2350.00| 1450.00000 2900.00
INLET, A8, MODIFIED | | |
0110 720-45215 5.000 EACH | 1700.00000 8500.00| 1400.00000 7000.00| 2175.00000 10875.00
CATCH BASIN, A8 | | |
0111 720-45235 1.000 EACH | 1500.00000 1500.00| 2200.00000 2200.00| 2325.00000 2325.00
CATCH BASIN, E7 | | |
0112 720-45240 10.000 EACH | 1800.00000 18000.00| 1800.00000 18000.00| 2210.00000 22100.00
CATCH BASIN, J10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -8
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 720-45250 19.000 EACH | 1700.00000 32300.00| 1840.00000 34960.00| 1600.00000 30400.00
CATCH BASIN, K10 | | |
0114 720-45251 5.000 EACH | 1700.00000 8500.00| 1790.00000 8950.00| 1650.00000 8250.00
CATCH BASIN, K10, MODIFIED | | |
0115 720-45260 3.000 EACH | 1500.00000 4500.00| 800.00000 2400.00| 925.00000 2775.00
PIPE CATCH BASIN, 12 IN. | | |
0116 720-45270 2.000 EACH | 2000.00000 4000.00| 800.00000 1600.00| 1050.00000 2100.00
PIPE CATCH BASIN, 18 IN. | | |
0117 720-45410 9.000 EACH | 2000.00000 18000.00| 1800.00000 16200.00| 2200.00000 19800.00
MANHOLE, C4 | | |
0118 720-45415 7.000 EACH | 3000.00000 21000.00| 2900.00000 20300.00| 2900.00000 20300.00
MANHOLE, D4 | | |
0119 720-98174 7.000 EACH | 2000.00000 14000.00| 1300.00000 9100.00| 2100.00000 14700.00
INLET, B15 | | |
0120 720-98555 1.000 EACH | 2000.00000 2000.00| 1395.00000 1395.00| 1900.00000 1900.00
INLET, C15 | | |
0121 801-03290 3.000 EACH | 395.00000 1185.00| 300.00000 900.00| 412.00000 1236.00
CONSTRUCTION SIGN, C | | |
0122 801-04308 10.000 EACH | 595.00000 5950.00| 400.00000 4000.00| 625.00000 6250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0123 801-06625 39.000 EACH | 210.00000 8190.00| 120.00000 4680.00| 220.00000 8580.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0124 801-06640 23.000 EACH | 295.00000 6785.00| 170.00000 3910.00| 305.00000 7015.00
CONSTRUCTION SIGN, A | | |
0125 801-06645 8.000 EACH | 95.00000 760.00| 70.00000 560.00| 99.00000 792.00
CONSTRUCTION SIGN, B | | |
0126 801-07118 288.000 LFT | 12.25000 3528.00| 17.00000 4896.00| 12.80000 3686.40
BARRICADE, III-A | | |
0127 801-07119 96.000 LFT | 15.95000 1531.20| 19.00000 1824.00| 16.80000 1612.80
BARRICADE, III-B | | |
0128 802-05701 469.500 LFT | 10.50000 4929.75| 12.00000 5634.00| 11.50000 5399.25
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0129 802-07058 12.000 EACH | 65.00000 780.00| 55.00000 660.00| 43.00000 516.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0130 802-07060 34.000 EACH | 25.00000 850.00| 37.50000 1275.00| 38.00000 1292.00
SIGN, SHEET, RELOCATE | | |
0131 802-76025 16.000 SFT | 14.25000 228.00| 21.00000 336.00| 19.00000 304.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -9
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 802-76045 39.000 SFT | 22.50000 877.50| 24.00000 936.00| 23.00000 897.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0133 805-01815 4.000 EACH | 1750.00000 7000.00| 2500.00000 10000.00| 2350.00000 9400.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0134 805-01842 5.000 EACH | 860.00000 4300.00| 800.00000 4000.00| 758.00000 3790.00
HANDHOLE, SIGNAL | | |
0135 805-01893 LUMP | 1500.00000 1500.00| 550.00000 550.00| 1200.00000 1200.00
MAINTAINING TRAFFIC SIGNAL | | |
0136 805-02087 LUMP | 250.00000 250.00| 550.00000 550.00| 1500.00000 1500.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0137 805-02152 8.000 EACH | 400.00000 3200.00| 500.00000 4000.00| 475.00000 3800.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0138 805-06592 306.000 LFT | 13.75000 4207.50| 17.00000 5202.00| 14.75000 4513.50
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0139 805-06834 1.000 EACH | 8200.00000 8200.00| 14000.00000 14000.00| 12750.00000 12750.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0140 805-78205 8.000 EACH | 640.00000 5120.00| 750.00000 6000.00| 700.00000 5600.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0141 805-78415 4.000 EACH | 1400.00000 5600.00| 1300.00000 5200.00| 1300.00000 5200.00
SPAN, CATENARY, AND TETHER | | |
0142 805-78420 4.000 EACH | 280.00000 1120.00| 300.00000 1200.00| 250.00000 1000.00
DISCONNECT HANGER | | |
0143 805-78445 1.000 EACH | 470.00000 470.00| 800.00000 800.00| 760.00000 760.00
SIGNAL SERVICE | | |
0144 805-78467 70.000 LFT | 2.75000 192.50| 2.75000 192.50| 2.60000 182.00
SIGNAL CABLE, 3C 8GA. | | |
0145 805-78485 832.000 LFT | 1.90000 1580.80| 2.00000 1664.00| 1.80000 1497.60
SIGNAL CABLE, 5C 14GA. | | |
0146 805-78490 1147.000 LFT | 2.05000 2351.35| 2.25000 2580.75| 2.15000 2466.05
SIGNAL CABLE, 7C 14GA. | | |
0147 805-78510 1010.000 LFT | 1.35000 1363.50| 2.25000 2272.50| 1.90000 1919.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0148 805-78746 591.000 LFT | 6.35000 3752.85| 9.00000 5319.00| 9.00000 5319.00
PREFORMED LOOP DETECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -10
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 805-78925 1.000 EACH | 640.00000 640.00| 750.00000 750.00| 730.00000 730.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0150 805-81032 4.000 EACH | 3900.00000 15600.00| 5000.00000 20000.00| 4400.00000 17600.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0151 805-92504 4.000 EACH | 217.00000 868.00| 325.00000 1300.00| 320.00000 1280.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0152 805-96121 4.000 EACH | 110.00000 440.00| 110.00000 440.00| 99.00000 396.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0153 807-08214 2800.000 LFT | 6.50000 18200.00| 9.50000 26600.00| 9.45000 26460.00
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0154 808-06713 5069.000 LFT | 0.28000 1419.32| 0.30000 1520.70| 0.30000 1520.70
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0155 808-75056 70.000 LFT | 4.95000 346.50| 5.00000 350.00| 5.20000 364.00
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 8 IN. | | |
0156 808-75240 1199.000 LFT | 0.38000 455.62| 0.65000 779.35| 0.39000 467.61
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0157 808-75245 7870.000 LFT | 0.38000 2990.60| 0.70000 5509.00| 0.39000 3069.30
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0158 808-75297 70.000 LFT | 6.00000 420.00| 13.00000 910.00| 6.30000 441.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0159 808-75300 352.000 LFT | 1.50000 528.00| 3.25000 1144.00| 1.55000 545.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0160 808-75996 29.000 EACH | 25.00000 725.00| 35.00000 1015.00| 6.30000 182.70
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0161 808-75998 29.000 EACH | 77.00000 2233.00| 60.00000 1740.00| 81.00000 2349.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,416,000.00| $ 3,597,835.30| $ 3,610,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,416,000.00| $ 3,597,835.30| $ 3,610,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -11
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE AND PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 40000.00000 40000.00| 39000.00000 39000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 214.48000 857.92| 310.00000 1240.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 104.000 MOS | 214.48000 22305.92| 125.00000 13000.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 108-01614 LUMP | 18947.64000 18947.64| 13919.94000 13919.94|
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 195850.00000 195850.00| 204229.00000 204229.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 27621.66000 27621.66| 40845.00000 40845.00|
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 3022.01000 3022.01| 1650.00000 1650.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 12371.000 SYS | 14.15761 175143.79| 17.29000 213894.59|
PAVEMENT REMOVAL | | |
0016 202-02241 311.000 LFT | 10.00000 3110.00| 7.00000 2177.00|
GUARDRAIL, REMOVE | | |
0017 202-02271 2.000 EACH | 3077.55000 6155.10| 2100.00000 4200.00|
HEADWALL, REMOVE | | |
0018 202-02278 1735.000 LFT | 9.95000 17263.25| 3.35000 5812.25|
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -12
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-03875 10.000 EACH | 538.33000 5383.30| 319.00000 3190.00|
CONCRETE STEPS, REMOVE | | |
0020 202-51330 LUMP | 21376.86000 21376.86| 61383.00000 61383.00|
PRESENT STRUCTURE, REMOVE , 6' X 4' X | | |
390' BOX STRUCTURE | | |
0021 202-51330 LUMP | 20415.93000 20415.93| 26268.00000 26268.00|
PRESENT STRUCTURE, REMOVE , STR NO 11 | | |
0022 202-52710 3438.000 SYS | 8.25000 28363.50| 5.91000 20318.58|
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-74025 85.000 LFT | 5.00000 425.00| 3.75000 318.75|
FENCE, REMOVE | | |
0024 202-90747 280.000 LFT | 37.77000 10575.60| 19.00000 5320.00|
RETAINING WALL, REMOVE | | |
0025 202-91351 500.000 LFT | 11.93000 5965.00| 58.96000 29480.00|
TRACK, REMOVE | | |
0026 202-91385 14.000 EACH | 278.08000 3893.12| 308.00000 4312.00|
INLET, REMOVE | | |
0027 202-96133 740.000 LFT | 38.89000 28778.60| 37.96000 28090.40|
PIPE, REMOVE | | |
0028 203-02000 8539.000 CYS | 35.60000 303988.40| 18.55000 158398.45|
EXCAVATION, COMMON | | |
0029 205-03371 200.000 CYS | 18.24000 3648.00| 13.20000 2640.00|
SEDIMENT, REMOVE | | |
0030 205-06933 5.000 EACH | 100.00000 500.00| 100.00000 500.00|
TEMPORARY DITCH INLET PROTECTION | | |
0031 205-06936 95.000 TON | 50.87000 4832.65| 35.00000 3325.00|
TEMPORARY SEDIMENT TRAP | | |
0032 205-06937 9635.000 LFT | 1.36000 13103.60| 1.36000 13103.60|
TEMPORARY SILT FENCE | | |
0033 207-08267 5210.000 SYS | 15.65000 81536.50| 12.00000 62520.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 207-08268 19371.000 SYS | 12.48000 241750.08| 15.00000 290565.00|
SUBGRADE TREATMENT, TYPE IV | | |
0035 211-09264 4153.000 CYS | 25.91000 107604.23| 32.00000 132896.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0036 211-09265 428.000 CYS | 35.74000 15296.72| 32.00000 13696.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0037 211-09268 87.000 CYS | 81.86000 7121.82| 144.00000 12528.00|
STRUCTURE BACKFILL, TYPE 5 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -13
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 301-07448 4369.000 TON | 22.02000 96205.38| 22.00000 96118.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0039 303-02051 100.000 TON | 31.07000 3107.00| 22.00000 2200.00|
STONE, NO 2 | | |
0040 303-02172 250.000 TON | 21.79000 5447.50| 22.00000 5500.00|
TEMPORARY AGGREGATE | | |
0041 306-08043 914.000 SYS | 3.74000 3418.36| 7.00000 6398.00|
MILLING, TRANSITION | | |
0042 401-06264 LUMP | 1705.00000 1705.00| 3500.00000 3500.00|
PROFILOGRAPH, HMA | | |
0043 401-07334 1506.000 TON | 104.40000 157226.40| 102.00000 153612.00|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0044 401-07403 2732.000 TON | 83.25000 227439.00| 77.00000 210364.00|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0045 401-07424 5203.000 TON | 62.35000 324407.05| 69.00000 359007.00|
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0046 401-08333 2057.000 TON | 76.65000 157669.05| 77.00000 158389.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0047 402-07432 297.000 TON | 79.50000 23611.50| 87.00000 25839.00|
HMA SURFACE, TYPE A | | |
0048 402-07440 895.000 TON | 57.35000 51328.25| 72.00000 64440.00|
HMA BASE, TYPE A | | |
0049 406-05520 14.500 TON | 650.00000 9425.00| 475.00000 6887.50|
ASPHALT FOR TACK COAT | | |
0050 601-06854 2.000 EACH | 2600.00000 5200.00| 3000.00000 6000.00|
GUARDRAIL, W-BEAM, NESTED | | |
0051 601-94689 4.000 EACH | 2700.00000 10800.00| 3500.00000 14000.00|
GUARDRAIL END TREATMENT, OS | | |
0052 601-99105 337.500 LFT | 22.00000 7425.00| 19.25000 6496.88|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0053 604-07897 88.000 SYS | 160.00000 14080.00| 199.00000 17512.00|
CURB RAMP, CONCRETE, C | | |
0054 604-07900 26.000 SYS | 160.00000 4160.00| 199.00000 5174.00|
CURB RAMP, CONCRETE, F | | |
0055 604-07901 78.000 SYS | 160.00000 12480.00| 199.00000 15522.00|
CURB RAMP, CONCRETE, G | | |
0056 604-07903 18.000 SYS | 160.00000 2880.00| 199.00000 3582.00|
CURB RAMP, CONCRETE, K | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -14
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 604-44251 4.200 CYS | 800.00000 3360.00| 1200.00000 5040.00|
STEPS, CONCRETE | | |
0058 604-91531 2798.000 SYS | 31.50000 88137.00| 43.00000 120314.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0059 605-06120 652.000 LFT | 45.00000 29340.00| 19.00000 12388.00|
CURB, CONCRETE | | |
0060 605-06125 1110.000 LFT | 26.00000 28860.00| 19.00000 21090.00|
CURB, CONCRETE, MODIFIED | | |
0061 605-06140 3141.000 LFT | 26.00000 81666.00| 19.00000 59679.00|
CURB AND GUTTER, CONCRETE | | |
0062 610-07486 27.000 TON | 170.00000 4590.00| 117.00000 3159.00|
HMA FOR APPROACHES, TYPE A | | |
0063 610-07712 1395.000 SYS | 45.00000 62775.00| 63.00000 87885.00|
PCCP FOR APPROACHES, 6 IN. | | |
0064 615-06490 85.000 EACH | 135.00000 11475.00| 137.00000 11645.00|
RIGHT OF WAY MARKER | | |
0065 615-06505 12.000 EACH | 575.00000 6900.00| 650.00000 7800.00|
MONUMENT, B | | |
0066 615-06527 1.000 EACH | 475.00000 475.00| 650.00000 650.00|
MONUMENT, SECTION CORNER | | |
0067 615-06530 1.000 EACH | 675.00000 675.00| 950.00000 950.00|
POST, BENCHMARK | | |
0068 616-02320 325.000 SYS | 2.39000 776.75| 3.00000 975.00|
GEOTEXTILES | | |
0069 616-05689 311.000 TON | 26.40000 8210.40| 35.00000 10885.00|
RIPRAP, CLASS 2 | | |
0070 621-01004 2.000 EACH | 950.00000 1900.00| 1175.00000 2350.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0071 621-06545 1.300 TON | 900.00000 1170.00| 1000.00000 1300.00|
FERTILIZER | | |
0072 621-06553 179.000 LBS | 6.03000 1079.37| 6.75000 1208.25|
SEED MIXTURE, R | | |
0073 621-06557 314.000 LBS | 3.90000 1224.60| 4.50000 1413.00|
SEED MIXTURE, T | | |
0074 621-06565 3.100 TON | 300.00000 930.00| 350.00000 1085.00|
MULCHING MATERIAL | | |
0075 621-06567 18.200 kGAL | 1.00000 18.20| 1.00000 18.20|
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -15
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 621-06575 5042.000 SYS | 2.96000 14924.32| 3.75000 18907.50|
SODDING, NURSERY | | |
0077 628-09403 26.000 MOS | 1401.57000 36440.82| 1635.00000 42510.00|
FIELD OFFICE, C | | |
0078 628-09407 52.000 MOS | 183.84000 9559.68| 125.00000 6500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0079 702-51863 200.000 EACH | 7.31000 1462.00| 29.70000 5940.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0080 702-90915 11.300 CYS | 884.14000 9990.78| 1684.00000 19029.20|
CONCRETE, A | | |
0081 702-93722 8.000 CYS | 842.68000 6741.44| 2337.00000 18696.00|
CONCRETE, C | | |
0082 703-51030 2857.000 LBS | 1.69000 4828.33| 2.00000 5714.00|
REINFORCING STEEL | | |
0083 706-01268 6.000 LFT | 133.00000 798.00| 525.00000 3150.00|
HANDRAIL, ALUMINUM | | |
0084 714-06660 34.000 SYS | 165.24000 5618.16| 1389.00000 47226.00|
WINGWALL | | |
0085 714-07773 82.000 LFT | 973.71000 79844.22| 1163.00000 95366.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 3 FT. | | |
0086 714-26708 290.000 LFT | 485.79000 140879.10| 635.00000 184150.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0087 714-26723 69.200 LFT | 1104.73000 76447.32| 1345.00000 93074.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 10 FT. | | |
0088 715-05024 791.000 LFT | 62.66000 49564.06| 94.00000 74354.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0089 715-05048 6634.000 LFT | 4.97000 32970.98| 4.15000 27531.10|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0090 715-05053 245.000 LFT | 51.73000 12673.85| 13.00000 3185.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0091 715-05149 1672.000 LFT | 22.41000 37469.52| 32.00000 53504.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0092 715-05151 302.000 LFT | 24.75000 7474.50| 44.00000 13288.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0093 715-05152 378.000 LFT | 29.55000 11169.90| 42.00000 15876.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -16
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 715-05154 618.000 LFT | 42.82000 26462.76| 68.00000 42024.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0095 715-05156 319.000 LFT | 50.05000 15965.95| 87.00000 27753.00|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0096 715-05757 10.000 LFT | 184.71000 1847.10| 125.00000 1250.00|
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0097 715-06051 10.000 LFT | 87.26000 872.60| 85.00000 850.00|
PIPE EXTENSION, CIRCULAR, 8 IN. | | |
0098 715-08282 102.000 TON | 111.60000 11383.20| 195.00000 19890.00|
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0099 715-26732 1.000 EACH | 8261.32000 8261.32| 6900.00000 6900.00|
GRATED BOX END SECTION, II, 4:1, 36 IN. | | |
0100 718-06528 1.000 EACH | 750.00000 750.00| 600.00000 600.00|
OUTLET PROTECTOR, 1 | | |
0101 718-06531 1.000 EACH | 650.00000 650.00| 600.00000 600.00|
OUTLET PROTECTOR, 3 | | |
0102 718-06532 6879.000 LFT | 1.00000 6879.00| 1.00000 6879.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0103 718-52610 409.000 CYS | 45.20000 18486.80| 43.00000 17587.00|
AGGREGATE FOR UNDERDRAINS | | |
0104 718-99153 5801.000 SYS | 2.01000 11660.01| 2.00000 11602.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0105 720-44025 2.000 EACH | 963.38000 1926.76| 600.00000 1200.00|
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0106 720-45015 6.000 EACH | 1879.26000 11275.56| 1300.00000 7800.00|
INLET, A8 | | |
0107 720-45045 2.000 EACH | 2069.23000 4138.46| 1400.00000 2800.00|
INLET, J10 | | |
0108 720-45070 1.000 EACH | 2507.43000 2507.43| 1600.00000 1600.00|
INLET, P12A | | |
0109 720-45115 2.000 EACH | 1866.88000 3733.76| 1300.00000 2600.00|
INLET, A8, MODIFIED | | |
0110 720-45215 5.000 EACH | 4536.36000 22681.80| 1900.00000 9500.00|
CATCH BASIN, A8 | | |
0111 720-45235 1.000 EACH | 3067.77000 3067.77| 1200.00000 1200.00|
CATCH BASIN, E7 | | |
0112 720-45240 10.000 EACH | 3560.32000 35603.20| 1900.00000 19000.00|
CATCH BASIN, J10 | | |
0113 720-45250 19.000 EACH | 3426.49000 65103.31| 1400.00000 26600.00|
CATCH BASIN, K10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -17
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 720-45251 5.000 EACH | 3537.72000 17688.60| 1400.00000 7000.00|
CATCH BASIN, K10, MODIFIED | | |
0115 720-45260 3.000 EACH | 786.43000 2359.29| 725.00000 2175.00|
PIPE CATCH BASIN, 12 IN. | | |
0116 720-45270 2.000 EACH | 1435.61000 2871.22| 825.00000 1650.00|
PIPE CATCH BASIN, 18 IN. | | |
0117 720-45410 9.000 EACH | 2111.18000 19000.62| 2100.00000 18900.00|
MANHOLE, C4 | | |
0118 720-45415 7.000 EACH | 5412.49000 37887.43| 2500.00000 17500.00|
MANHOLE, D4 | | |
0119 720-98174 7.000 EACH | 3808.13000 26656.91| 2300.00000 16100.00|
INLET, B15 | | |
0120 720-98555 1.000 EACH | 2669.31000 2669.31| 2300.00000 2300.00|
INLET, C15 | | |
0121 801-03290 3.000 EACH | 450.00000 1350.00| 434.00000 1302.00|
CONSTRUCTION SIGN, C | | |
0122 801-04308 10.000 EACH | 950.00000 9500.00| 654.00000 6540.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0123 801-06625 39.000 EACH | 265.00000 10335.00| 231.00000 9009.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0124 801-06640 23.000 EACH | 375.00000 8625.00| 350.00000 8050.00|
CONSTRUCTION SIGN, A | | |
0125 801-06645 8.000 EACH | 99.00000 792.00| 105.00000 840.00|
CONSTRUCTION SIGN, B | | |
0126 801-07118 288.000 LFT | 32.00000 9216.00| 13.25000 3816.00|
BARRICADE, III-A | | |
0127 801-07119 96.000 LFT | 36.00000 3456.00| 18.00000 1728.00|
BARRICADE, III-B | | |
0128 802-05701 469.500 LFT | 10.50000 4929.75| 12.00000 5634.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0129 802-07058 12.000 EACH | 65.00000 780.00| 50.00000 600.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0130 802-07060 34.000 EACH | 25.00000 850.00| 35.00000 1190.00|
SIGN, SHEET, RELOCATE | | |
0131 802-76025 16.000 SFT | 14.25000 228.00| 20.00000 320.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0132 802-76045 39.000 SFT | 22.50000 877.50| 24.00000 936.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -18
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 805-01815 4.000 EACH | 1750.00000 7000.00| 2475.00000 9900.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0134 805-01842 5.000 EACH | 860.00000 4300.00| 810.00000 4050.00|
HANDHOLE, SIGNAL | | |
0135 805-01893 LUMP | 1500.00000 1500.00| 500.00000 500.00|
MAINTAINING TRAFFIC SIGNAL | | |
0136 805-02087 LUMP | 250.00000 250.00| 500.00000 500.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0137 805-02152 8.000 EACH | 400.00000 3200.00| 450.00000 3600.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0138 805-06592 306.000 LFT | 13.75000 4207.50| 16.00000 4896.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0139 805-06834 1.000 EACH | 8200.00000 8200.00| 13200.00000 13200.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0140 805-78205 8.000 EACH | 640.00000 5120.00| 725.00000 5800.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0141 805-78415 4.000 EACH | 1400.00000 5600.00| 1300.00000 5200.00|
SPAN, CATENARY, AND TETHER | | |
0142 805-78420 4.000 EACH | 280.00000 1120.00| 300.00000 1200.00|
DISCONNECT HANGER | | |
0143 805-78445 1.000 EACH | 470.00000 470.00| 800.00000 800.00|
SIGNAL SERVICE | | |
0144 805-78467 70.000 LFT | 2.75000 192.50| 2.50000 175.00|
SIGNAL CABLE, 3C 8GA. | | |
0145 805-78485 832.000 LFT | 1.90000 1580.80| 2.00000 1664.00|
SIGNAL CABLE, 5C 14GA. | | |
0146 805-78490 1147.000 LFT | 2.05000 2351.35| 2.25000 2580.75|
SIGNAL CABLE, 7C 14GA. | | |
0147 805-78510 1010.000 LFT | 1.35000 1363.50| 2.00000 2020.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0148 805-78746 591.000 LFT | 6.35000 3752.85| 8.00000 4728.00|
PREFORMED LOOP DETECTORS | | |
0149 805-78925 1.000 EACH | 640.00000 640.00| 750.00000 750.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 180 -19
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 180 CONTRACT ID : R -28757-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1357381 |( )
|FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 805-81032 4.000 EACH | 3900.00000 15600.00| 4900.00000 19600.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0151 805-92504 4.000 EACH | 217.00000 868.00| 300.00000 1200.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0152 805-96121 4.000 EACH | 110.00000 440.00| 100.00000 400.00|
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0153 807-08214 2800.000 LFT | 6.50000 18200.00| 11.00000 30800.00|
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0154 808-06713 5069.000 LFT | 0.36000 1824.84| 0.30000 1520.70|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0155 808-75056 70.000 LFT | 3.70000 259.00| 5.25000 367.50|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 8 IN. | | |
0156 808-75240 1199.000 LFT | 1.25000 1498.75| 0.42000 503.58|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0157 808-75245 7870.000 LFT | 0.60000 4722.00| 0.42000 3305.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0158 808-75297 70.000 LFT | 10.00000 700.00| 7.00000 490.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0159 808-75300 352.000 LFT | 1.50000 528.00| 2.00000 704.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0160 808-75996 29.000 EACH | 25.00000 725.00| 35.00000 1015.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0161 808-75998 29.000 EACH | 77.00000 2233.00| 72.00000 2088.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,917,053.50| $ 4,084,587.12| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,917,053.50| $ 4,084,587.12| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -1
VENDOR RANKING
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/18/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0688010
0688011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0999231 HUNT PAVING COMPANY INC $ 374,988.32 100.0000%
2 35-1549010 MCALISTER EXCAVATING CO INC $ 387,685.60 103.3860%
3 90-0177865 HIS CONSTRUCTORS LLC $ 390,998.35 104.2695%
4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 392,800.00 104.7499%
5 35-0844079 PAUL H ROHE COMPANY $ 398,924.60 106.3832%
6 35-1917625 MILESTONE CONTRACTORS LP $ 417,793.20 111.4150%
7 35-1461789 POINDEXTER EXCAVATING $ 418,019.00 111.4752%
8 35-1310611 DUNCAN ROBERTSON INC $ 421,966.20 112.5278%
9 35-1357381 O`MARA DAVE CONTRACTOR $ 447,815.50 119.4212%
10 35-1673827 HENDERSON H E INC $ 470,359.52 125.4331%
11 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 472,982.55 126.1326%
12 35-1385672 FORCE CONSTRUCTION CO INC $ 512,609.87 136.7002%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -2
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1549010 |( 3 ) 90-0177865
|HUNT PAVING COMPANY INC |MCALISTER EXCAVATING CO INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 7300.00000 7300.00| 4500.00000 4500.00| 4750.00000 4750.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 52.00000 52.00| 50.00000 50.00| 85.00000 85.00
RADIO | | |
0003 105-08520 1.000 EACH | 52.00000 52.00| 125.00000 125.00| 140.00000 140.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 77.00000 462.00| 125.00000 750.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 52.00000 312.00| 50.00000 300.00| 40.00000 240.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 8400.00000 8400.00| 19000.00000 19000.00| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 3625.00000 3625.00
CLEARING RIGHT OF WAY | | |
0014 202-02241 88.000 LFT | 10.65000 937.20| 8.50000 748.00| 18.00000 1584.00
GUARDRAIL, REMOVE | | |
0015 202-02260 1.000 EACH | 2500.00000 2500.00| 1000.00000 1000.00| 1550.00000 1550.00
TREE, 30 IN., REMOVE | | |
0016 202-51330 LUMP | 6700.00000 6700.00| 5000.00000 5000.00| 4300.00000 4300.00
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0017 202-51330 LUMP | 6700.00000 6700.00| 5000.00000 5000.00| 5150.00000 5150.00
PRESENT STRUCTURE, REMOVE ,STR. NO. 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -3
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1549010 |( 3 ) 90-0177865
|HUNT PAVING COMPANY INC |MCALISTER EXCAVATING CO INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-93898 2.000 EACH | 300.00000 600.00| 1000.00000 2000.00| 290.00000 580.00
TREE, 12 IN., REMOVE | | |
0019 203-02000 496.000 CYS | 29.00000 14384.00| 12.00000 5952.00| 15.25000 7564.00
EXCAVATION, COMMON | | |
0020 203-02070 2380.000 CYS | 14.20000 33796.00| 17.00000 40460.00| 22.95000 54621.00
BORROW | | |
0021 203-51223 34.000 CYS | 35.50000 1207.00| 18.00000 612.00| 15.50000 527.00
EXCAVATION, WATERWAY | | |
0022 205-06932 200.000 LFT | 15.00000 3000.00| 11.00000 2200.00| 10.50000 2100.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06937 120.000 LFT | 6.10000 732.00| 3.10000 372.00| 3.00000 360.00
TEMPORARY SILT FENCE | | |
0024 211-09264 395.000 CYS | 27.00000 10665.00| 35.00000 13825.00| 36.75000 14516.25
STRUCTURE BACKFILL, TYPE 1 | | |
0025 303-01180 121.900 TON | 32.00000 3900.80| 18.00000 2194.20| 49.50000 6034.05
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0026 303-60012 468.000 TON | 17.00000 7956.00| 18.00000 8424.00| 24.25000 11349.00
AGGREGATE, 2 | | |
0027 306-08042 2360.000 SYS | 1.90000 4484.00| 1.50000 3540.00| 1.95000 4602.00
MILLING, SCARIFICATION/PROFILE | | |
0028 306-08043 1200.000 SYS | 2.15000 2580.00| 2.00000 2400.00| 1.95000 2340.00
MILLING, TRANSITION | | |
0029 402-07433 310.000 TON | 81.00000 25110.00| 90.00000 27900.00| 95.00000 29450.00
HMA SURFACE, TYPE B | | |
0030 406-05520 1.000 TON | 758.00000 758.00| 550.00000 550.00| 789.00000 789.00
ASPHALT FOR TACK COAT | | |
0031 610-07487 22.100 TON | 147.00000 3248.70| 157.00000 3469.70| 133.00000 2939.30
HMA FOR APPROACHES, TYPE B | | |
0032 611-06497 3.000 EACH | 197.00000 591.00| 212.00000 636.00| 200.00000 600.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 615-06490 26.000 EACH | 146.00000 3796.00| 157.00000 4082.00| 148.25000 3854.50
RIGHT OF WAY MARKER | | |
0034 615-06520 2.000 EACH | 985.00000 1970.00| 1064.00000 2128.00| 1000.00000 2000.00
MONUMENT, RE-ESTABLISH | | |
0035 616-02320 966.000 SYS | 3.25000 3139.50| 5.00000 4830.00| 3.15000 3042.90
GEOTEXTILES | | |
0036 616-05688 48.000 TON | 40.00000 1920.00| 25.00000 1200.00| 41.95000 2013.60
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -4
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1549010 |( 3 ) 90-0177865
|HUNT PAVING COMPANY INC |MCALISTER EXCAVATING CO INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 616-06405 66.000 TON | 38.00000 2508.00| 25.00000 1650.00| 36.00000 2376.00
RIPRAP, REVETMENT | | |
0038 621-01004 2.000 EACH | 940.00000 1880.00| 1309.00000 2618.00| 1250.00000 2500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06559 4700.000 SYS | 0.85000 3995.00| 0.50000 2350.00| 0.50000 2350.00
MULCHED SEEDING, R | | |
0040 621-06570 255.000 CYS | 14.50000 3697.50| 28.00000 7140.00| 40.85000 10416.75
TOP SOIL , ENCASEMENT | | |
0041 621-06575 1210.000 SYS | 5.25000 6352.50| 4.30000 5203.00| 3.00000 3630.00
SODDING, NURSERY | | |
0042 628-09402 6.000 MOS | 1637.50000 9825.00| 1500.00000 9000.00| 1720.00000 10320.00
FIELD OFFICE, B | | |
0043 714-08514 375.800 SFT | 97.00000 36452.60| 110.00000 41338.00| 115.00000 43217.00
WINGWALL | | |
0044 714-26708 75.200 LFT | 516.00000 38803.20| 595.00000 44744.00| 467.00000 35118.40
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0045 714-26717 76.000 LFT | 750.00000 57000.00| 805.00000 61180.00| 677.00000 51452.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 5 FT. | | |
0046 715-08305 87.300 TON | 260.00000 22698.00| 95.00000 8293.50| 117.00000 10214.10
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0047 801-03290 4.000 EACH | 200.00000 800.00| 220.00000 880.00| 205.00000 820.00
CONSTRUCTION SIGN, C | | |
0048 801-04308 10.000 EACH | 355.00000 3550.00| 300.00000 3000.00| 363.00000 3630.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06207 110.000 LFT | 1.50000 165.00| 4.00000 440.00| 2.00000 220.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06625 90.000 EACH | 98.00000 8820.00| 88.00000 7920.00| 100.00000 9000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 26.000 EACH | 150.57000 3914.82| 165.00000 4290.00| 152.50000 3965.00
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 4140.00000 4140.00| 10000.00000 10000.00| 750.00000 750.00
MAINTAINING TRAFFIC | | |
0053 801-07118 192.000 LFT | 10.25000 1968.00| 11.00000 2112.00| 10.50000 2016.00
BARRICADE, III-A | | |
0054 801-07119 192.000 LFT | 12.00000 2304.00| 13.00000 2496.00| 12.00000 2304.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -5
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1549010 |( 3 ) 90-0177865
|HUNT PAVING COMPANY INC |MCALISTER EXCAVATING CO INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 804-06725 8.000 EACH | 31.00000 248.00| 34.00000 272.00| 31.50000 252.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0056 808-06712 400.000 LFT | 0.27000 108.00| 0.24000 96.00| 0.25000 100.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0057 808-06713 2130.000 LFT | 0.25000 532.50| 0.24000 511.20| 0.25000 532.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0058 808-06714 10000.000 LFT | 0.25000 2500.00| 0.24000 2400.00| 0.25000 2500.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0059 808-75996 14.000 EACH | 61.00000 854.00| 20.00000 280.00| 62.00000 868.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 14.000 EACH | 79.50000 1113.00| 87.00000 1218.00| 81.00000 1134.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 374,988.32| $ 387,685.60| $ 390,998.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 374,988.32| $ 387,685.60| $ 390,998.35
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -6
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-0844079 |( 6 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 4900.00000 4900.00| 5200.00000 5200.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 150.00000 150.00| 140.00000 140.00| 116.00000 116.00
RADIO | | |
0003 105-08520 1.000 EACH | 150.00000 150.00| 120.00000 120.00| 116.00000 116.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 150.00000 900.00| 120.00000 720.00| 116.00000 696.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 150.00000 900.00| 120.00000 720.00| 116.00000 696.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 15000.00000 15000.00| 10325.00000 10325.00| 20538.55000 20538.55
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 4000.00000 4000.00| 5800.00000 5800.00| 8000.00000 8000.00
CLEARING RIGHT OF WAY | | |
0014 202-02241 88.000 LFT | 3.79000 333.52| 14.00000 1232.00| 8.00000 704.00
GUARDRAIL, REMOVE | | |
0015 202-02260 1.000 EACH | 600.00000 600.00| 800.00000 800.00| 2620.00000 2620.00
TREE, 30 IN., REMOVE | | |
0016 202-51330 LUMP | 8000.00000 8000.00| 10600.00000 10600.00| 14950.00000 14950.00
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0017 202-51330 LUMP | 8000.00000 8000.00| 10950.00000 10950.00| 14750.00000 14750.00
PRESENT STRUCTURE, REMOVE ,STR. NO. 2 | | |
0018 202-93898 2.000 EACH | 350.00000 700.00| 600.00000 1200.00| 500.00000 1000.00
TREE, 12 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -7
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-0844079 |( 6 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 496.000 CYS | 16.00000 7936.00| 27.00000 13392.00| 24.00000 11904.00
EXCAVATION, COMMON | | |
0020 203-02070 2380.000 CYS | 20.00000 47600.00| 17.00000 40460.00| 15.00000 35700.00
BORROW | | |
0021 203-51223 34.000 CYS | 11.00000 374.00| 28.75000 977.50| 24.00000 816.00
EXCAVATION, WATERWAY | | |
0022 205-06932 200.000 LFT | 9.50000 1900.00| 10.00000 2000.00| 10.50000 2100.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06937 120.000 LFT | 2.75000 330.00| 2.85000 342.00| 3.00000 360.00
TEMPORARY SILT FENCE | | |
0024 211-09264 395.000 CYS | 22.00000 8690.00| 59.50000 23502.50| 15.00000 5925.00
STRUCTURE BACKFILL, TYPE 1 | | |
0025 303-01180 121.900 TON | 40.00000 4876.00| 41.00000 4997.90| 29.00000 3535.10
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0026 303-60012 468.000 TON | 18.00000 8424.00| 20.50000 9594.00| 23.00000 10764.00
AGGREGATE, 2 | | |
0027 306-08042 2360.000 SYS | 3.00000 7080.00| 0.85000 2006.00| 2.00000 4720.00
MILLING, SCARIFICATION/PROFILE | | |
0028 306-08043 1200.000 SYS | 3.00000 3600.00| 0.94000 1128.00| 2.00000 2400.00
MILLING, TRANSITION | | |
0029 402-07433 310.000 TON | 85.00000 26350.00| 75.00000 23250.00| 78.00000 24180.00
HMA SURFACE, TYPE B | | |
0030 406-05520 1.000 TON | 0.10000 0.10| 600.00000 600.00| 730.00000 730.00
ASPHALT FOR TACK COAT | | |
0031 610-07487 22.100 TON | 120.00000 2652.00| 210.00000 4641.00| 142.00000 3138.20
HMA FOR APPROACHES, TYPE B | | |
0032 611-06497 3.000 EACH | 150.00000 450.00| 190.00000 570.00| 199.00000 597.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 615-06490 26.000 EACH | 150.00000 3900.00| 140.00000 3640.00| 148.00000 3848.00
RIGHT OF WAY MARKER | | |
0034 615-06520 2.000 EACH | 750.00000 1500.00| 950.00000 1900.00| 997.00000 1994.00
MONUMENT, RE-ESTABLISH | | |
0035 616-02320 966.000 SYS | 3.00000 2898.00| 3.25000 3139.50| 3.60000 3477.60
GEOTEXTILES | | |
0036 616-05688 48.000 TON | 30.00000 1440.00| 58.00000 2784.00| 69.00000 3312.00
RIPRAP, CLASS 1 | | |
0037 616-06405 66.000 TON | 28.00000 1848.00| 50.00000 3300.00| 49.00000 3234.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -8
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-0844079 |( 6 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 500.00000 1000.00| 1183.00000 2366.00| 1240.00000 2480.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06559 4700.000 SYS | 0.50000 2350.00| 0.47000 2209.00| 0.50000 2350.00
MULCHED SEEDING, R | | |
0040 621-06570 255.000 CYS | 30.00000 7650.00| 42.00000 10710.00| 21.75000 5546.25
TOP SOIL , ENCASEMENT | | |
0041 621-06575 1210.000 SYS | 3.75000 4537.50| 2.85000 3448.50| 3.00000 3630.00
SODDING, NURSERY | | |
0042 628-09402 6.000 MOS | 2400.00000 14400.00| 2000.00000 12000.00| 1800.00000 10800.00
FIELD OFFICE, B | | |
0043 714-08514 375.800 SFT | 100.00000 37580.00| 120.00000 45096.00| 170.00000 63886.00
WINGWALL | | |
0044 714-26708 75.200 LFT | 550.00000 41360.00| 510.00000 38352.00| 550.00000 41360.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0045 714-26717 76.000 LFT | 920.00000 69920.00| 765.00000 58140.00| 725.00000 55100.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 5 FT. | | |
0046 715-08305 87.300 TON | 100.00000 8730.00| 110.00000 9603.00| 152.00000 13269.60
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0047 801-03290 4.000 EACH | 208.79000 835.16| 195.00000 780.00| 205.00000 820.00
CONSTRUCTION SIGN, C | | |
0048 801-04308 10.000 EACH | 287.08000 2870.80| 345.00000 3450.00| 360.00000 3600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06207 110.000 LFT | 1.00000 110.00| 1.40000 154.00| 1.90000 209.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06625 90.000 EACH | 83.51000 7515.90| 95.00000 8550.00| 100.00000 9000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 26.000 EACH | 156.59000 4071.34| 145.00000 3770.00| 150.00000 3900.00
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 5485.14000 5485.14| 2000.00000 2000.00| 730.00000 730.00
MAINTAINING TRAFFIC | | |
0053 801-07118 192.000 LFT | 10.44000 2004.48| 9.95000 1910.40| 10.50000 2016.00
BARRICADE, III-A | | |
0054 801-07119 192.000 LFT | 12.53000 2405.76| 11.50000 2208.00| 12.00000 2304.00
BARRICADE, III-B | | |
0055 804-06725 8.000 EACH | 15.00000 120.00| 30.00000 240.00| 31.60000 252.80
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -9
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-0844079 |( 6 ) 35-1917625
|CALUMET CIVIL CONTRACTORS IN |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 808-06712 400.000 LFT | 0.23000 92.00| 0.25000 100.00| 0.25000 100.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0057 808-06713 2130.000 LFT | 0.23000 489.90| 0.23000 489.90| 0.25000 532.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0058 808-06714 10000.000 LFT | 0.23000 2300.00| 0.23000 2300.00| 0.25000 2500.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0059 808-75996 14.000 EACH | 58.00000 812.00| 17.00000 238.00| 11.00000 154.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 14.000 EACH | 76.60000 1072.40| 76.60000 1072.40| 80.40000 1125.60
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 392,800.00| $ 398,924.60| $ 417,793.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 392,800.00| $ 398,924.60| $ 417,793.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -10
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1461789 |( 8 ) 35-1310611 |( 9 ) 35-1357381
|POINDEXTER EXCAVATING |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 7500.00000 7500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 400.00000 400.00| 100.00000 100.00| 1500.00000 1500.00
RADIO | | |
0003 105-08520 1.000 EACH | 150.00000 150.00| 100.00000 100.00| 320.00000 320.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 90.00000 540.00| 20.00000 120.00| 190.00000 1140.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 50.00000 300.00| 10.00000 60.00| 170.00000 1020.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 21000.00000 21000.00| 20000.00000 20000.00| 22000.00000 22000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 19000.00000 19000.00| 6000.00000 6000.00| 6000.00000 6000.00
CLEARING RIGHT OF WAY | | |
0014 202-02241 88.000 LFT | 15.00000 1320.00| 10.00000 880.00| 7.00000 616.00
GUARDRAIL, REMOVE | | |
0015 202-02260 1.000 EACH | 1500.00000 1500.00| 750.00000 750.00| 1100.00000 1100.00
TREE, 30 IN., REMOVE | | |
0016 202-51330 LUMP | 6500.00000 6500.00| 15000.00000 15000.00| 6000.00000 6000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0017 202-51330 LUMP | 6500.00000 6500.00| 15000.00000 15000.00| 6000.00000 6000.00
PRESENT STRUCTURE, REMOVE ,STR. NO. 2 | | |
0018 202-93898 2.000 EACH | 600.00000 1200.00| 750.00000 1500.00| 420.00000 840.00
TREE, 12 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -11
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1461789 |( 8 ) 35-1310611 |( 9 ) 35-1357381
|POINDEXTER EXCAVATING |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 496.000 CYS | 15.00000 7440.00| 10.00000 4960.00| 7.50000 3720.00
EXCAVATION, COMMON | | |
0020 203-02070 2380.000 CYS | 12.00000 28560.00| 10.00000 23800.00| 17.00000 40460.00
BORROW | | |
0021 203-51223 34.000 CYS | 60.00000 2040.00| 45.00000 1530.00| 20.00000 680.00
EXCAVATION, WATERWAY | | |
0022 205-06932 200.000 LFT | 15.00000 3000.00| 3.00000 600.00| 11.00000 2200.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06937 120.000 LFT | 3.00000 360.00| 2.00000 240.00| 3.10000 372.00
TEMPORARY SILT FENCE | | |
0024 211-09264 395.000 CYS | 8.00000 3160.00| 28.00000 11060.00| 30.00000 11850.00
STRUCTURE BACKFILL, TYPE 1 | | |
0025 303-01180 121.900 TON | 30.00000 3657.00| 28.00000 3413.20| 25.00000 3047.50
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0026 303-60012 468.000 TON | 20.00000 9360.00| 20.00000 9360.00| 20.00000 9360.00
AGGREGATE, 2 | | |
0027 306-08042 2360.000 SYS | 2.50000 5900.00| 2.00000 4720.00| 3.00000 7080.00
MILLING, SCARIFICATION/PROFILE | | |
0028 306-08043 1200.000 SYS | 2.50000 3000.00| 2.00000 2400.00| 4.00000 4800.00
MILLING, TRANSITION | | |
0029 402-07433 310.000 TON | 80.00000 24800.00| 88.00000 27280.00| 70.00000 21700.00
HMA SURFACE, TYPE B | | |
0030 406-05520 1.000 TON | 700.00000 700.00| 577.50000 577.50| 500.00000 500.00
ASPHALT FOR TACK COAT | | |
0031 610-07487 22.100 TON | 215.00000 4751.50| 154.00000 3403.40| 120.00000 2652.00
HMA FOR APPROACHES, TYPE B | | |
0032 611-06497 3.000 EACH | 210.00000 630.00| 209.00000 627.00| 210.00000 630.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 615-06490 26.000 EACH | 150.00000 3900.00| 155.00000 4030.00| 150.00000 3900.00
RIGHT OF WAY MARKER | | |
0034 615-06520 2.000 EACH | 1100.00000 2200.00| 1050.00000 2100.00| 1000.00000 2000.00
MONUMENT, RE-ESTABLISH | | |
0035 616-02320 966.000 SYS | 2.00000 1932.00| 2.20000 2125.20| 3.50000 3381.00
GEOTEXTILES | | |
0036 616-05688 48.000 TON | 35.00000 1680.00| 35.00000 1680.00| 28.00000 1344.00
RIPRAP, CLASS 1 | | |
0037 616-06405 66.000 TON | 25.00000 1650.00| 35.00000 2310.00| 30.00000 1980.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -12
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1461789 |( 8 ) 35-1310611 |( 9 ) 35-1357381
|POINDEXTER EXCAVATING |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 1300.00000 2600.00| 1300.00000 2600.00| 1200.00000 2400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06559 4700.000 SYS | 1.00000 4700.00| 0.52000 2444.00| 0.55000 2585.00
MULCHED SEEDING, R | | |
0040 621-06570 255.000 CYS | 35.00000 8925.00| 20.00000 5100.00| 30.00000 7650.00
TOP SOIL , ENCASEMENT | | |
0041 621-06575 1210.000 SYS | 3.50000 4235.00| 3.15000 3811.50| 3.10000 3751.00
SODDING, NURSERY | | |
0042 628-09402 6.000 MOS | 1800.00000 10800.00| 1250.00000 7500.00| 1700.00000 10200.00
FIELD OFFICE, B | | |
0043 714-08514 375.800 SFT | 130.00000 48854.00| 150.00000 56370.00| 125.00000 46975.00
WINGWALL | | |
0044 714-26708 75.200 LFT | 700.00000 52640.00| 700.00000 52640.00| 860.00000 64672.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0045 714-26717 76.000 LFT | 800.00000 60800.00| 900.00000 68400.00| 1130.00000 85880.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 5 FT. | | |
0046 715-08305 87.300 TON | 120.00000 10476.00| 222.00000 19380.60| 190.00000 16587.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0047 801-03290 4.000 EACH | 220.00000 880.00| 215.00000 860.00| 225.00000 900.00
CONSTRUCTION SIGN, C | | |
0048 801-04308 10.000 EACH | 300.00000 3000.00| 380.00000 3800.00| 290.00000 2900.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06207 110.000 LFT | 5.00000 550.00| 8.00000 880.00| 1.40000 154.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06625 90.000 EACH | 85.00000 7650.00| 104.50000 9405.00| 100.00000 9000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 26.000 EACH | 160.00000 4160.00| 160.00000 4160.00| 170.00000 4420.00
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 12000.00000 12000.00| 765.00000 765.00| 5500.00000 5500.00
MAINTAINING TRAFFIC | | |
0053 801-07118 192.000 LFT | 12.00000 2304.00| 11.00000 2112.00| 11.00000 2112.00
BARRICADE, III-A | | |
0054 801-07119 192.000 LFT | 13.00000 2496.00| 12.50000 2400.00| 13.00000 2496.00
BARRICADE, III-B | | |
0055 804-06725 8.000 EACH | 35.00000 280.00| 33.00000 264.00| 31.00000 248.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -13
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1461789 |( 8 ) 35-1310611 |( 9 ) 35-1357381
|POINDEXTER EXCAVATING |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 808-06712 400.000 LFT | 1.00000 400.00| 0.28000 112.00| 0.30000 120.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0057 808-06713 2130.000 LFT | 0.25000 532.50| 0.26000 553.80| 0.30000 639.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0058 808-06714 10000.000 LFT | 0.25000 2500.00| 0.26000 2600.00| 0.30000 3000.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0059 808-75996 14.000 EACH | 65.00000 910.00| 20.00000 280.00| 22.00000 308.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 14.000 EACH | 85.00000 1190.00| 164.00000 2296.00| 80.00000 1120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 418,019.00| $ 421,966.20| $ 447,815.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 418,019.00| $ 421,966.20| $ 447,815.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -14
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1673827 |( 11 ) 31-1323837 |( 12 ) 35-1385672
|HENDERSON H E INC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10655.32000 10655.32| 5300.00000 5300.00| 4900.00000 4900.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 85.60000 85.60| 125.00000 125.00| 336.36000 336.36
RADIO | | |
0003 105-08520 1.000 EACH | 85.60000 85.60| 125.00000 125.00| 366.94000 366.94
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 160.50000 963.00| 85.00000 510.00| 165.12000 990.72
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 160.50000 963.00| 85.00000 510.00| 177.35000 1064.10
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 23753.00000 23753.00| 29900.00000 29900.00| 25617.52000 25617.52
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 8078.20000 8078.20| 2000.00000 2000.00| 3450.00000 3450.00
CLEARING RIGHT OF WAY | | |
0014 202-02241 88.000 LFT | 6.67000 586.96| 9.00000 792.00| 15.00000 1320.00
GUARDRAIL, REMOVE | | |
0015 202-02260 1.000 EACH | 1732.62000 1732.62| 1760.00000 1760.00| 3000.00000 3000.00
TREE, 30 IN., REMOVE | | |
0016 202-51330 LUMP | 7651.36000 7651.36| 7300.00000 7300.00| 36797.70000 36797.70
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0017 202-51330 LUMP | 7651.36000 7651.36| 7300.00000 7300.00| 34270.25000 34270.25
PRESENT STRUCTURE, REMOVE ,STR. NO. 2 | | |
0018 202-93898 2.000 EACH | 535.00000 1070.00| 334.00000 668.00| 1500.00000 3000.00
TREE, 12 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -15
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1673827 |( 11 ) 31-1323837 |( 12 ) 35-1385672
|HENDERSON H E INC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 496.000 CYS | 16.07000 7970.72| 19.35000 9597.60| 28.81000 14289.76
EXCAVATION, COMMON | | |
0020 203-02070 2380.000 CYS | 24.36000 57976.80| 15.20000 36176.00| 25.00000 59500.00
BORROW | | |
0021 203-51223 34.000 CYS | 14.66000 498.44| 51.00000 1734.00| 59.91000 2036.94
EXCAVATION, WATERWAY | | |
0022 205-06932 200.000 LFT | 10.53000 2106.00| 7.00000 1400.00| 10.03000 2006.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06937 120.000 LFT | 2.99000 358.80| 7.00000 840.00| 2.85000 342.00
TEMPORARY SILT FENCE | | |
0024 211-09264 395.000 CYS | 41.45000 16372.75| 28.50000 11257.50| 35.99000 14216.05
STRUCTURE BACKFILL, TYPE 1 | | |
0025 303-01180 121.900 TON | 31.87000 3884.95| 52.50000 6399.75| 43.03000 5245.36
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0026 303-60012 468.000 TON | 22.76000 10651.68| 32.75000 15327.00| 27.55000 12893.40
AGGREGATE, 2 | | |
0027 306-08042 2360.000 SYS | 3.73000 8802.80| 2.80000 6608.00| 2.06000 4861.60
MILLING, SCARIFICATION/PROFILE | | |
0028 306-08043 1200.000 SYS | 3.04000 3648.00| 4.25000 5100.00| 3.02000 3624.00
MILLING, TRANSITION | | |
0029 402-07433 310.000 TON | 81.60000 25296.00| 92.78000 28761.80| 76.00000 23560.00
HMA SURFACE, TYPE B | | |
0030 406-05520 1.000 TON | 630.00000 630.00| 600.00000 600.00| 650.00000 650.00
ASPHALT FOR TACK COAT | | |
0031 610-07487 22.100 TON | 243.99000 5392.18| 256.00000 5657.60| 200.00000 4420.00
HMA FOR APPROACHES, TYPE B | | |
0032 611-06497 3.000 EACH | 199.50000 598.50| 150.00000 450.00| 190.00000 570.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 615-06490 26.000 EACH | 148.05000 3849.30| 170.00000 4420.00| 141.00000 3666.00
RIGHT OF WAY MARKER | | |
0034 615-06520 2.000 EACH | 997.50000 1995.00| 1150.00000 2300.00| 950.00000 1900.00
MONUMENT, RE-ESTABLISH | | |
0035 616-02320 966.000 SYS | 3.21000 3100.86| 1.85000 1787.10| 2.40000 2318.40
GEOTEXTILES | | |
0036 616-05688 48.000 TON | 51.37000 2465.76| 47.50000 2280.00| 53.88000 2586.24
RIPRAP, CLASS 1 | | |
0037 616-06405 66.000 TON | 37.82000 2496.12| 43.00000 2838.00| 44.85000 2960.10
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -16
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1673827 |( 11 ) 31-1323837 |( 12 ) 35-1385672
|HENDERSON H E INC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 1242.15000 2484.30| 600.00000 1200.00| 1183.00000 2366.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06559 4700.000 SYS | 0.49000 2303.00| 0.60000 2820.00| 0.47000 2209.00
MULCHED SEEDING, R | | |
0040 621-06570 255.000 CYS | 34.94000 8909.70| 42.34000 10796.70| 38.88000 9914.40
TOP SOIL , ENCASEMENT | | |
0041 621-06575 1210.000 SYS | 6.16000 7453.60| 4.50000 5445.00| 2.85000 3448.50
SODDING, NURSERY | | |
0042 628-09402 6.000 MOS | 2140.00000 12840.00| 2900.00000 17400.00| 1672.69000 10036.14
FIELD OFFICE, B | | |
0043 714-08514 375.800 SFT | 105.82000 39767.16| 97.50000 36640.50| 139.21000 52315.12
WINGWALL | | |
0044 714-26708 75.200 LFT | 611.46000 45981.79| 858.00000 64521.60| 662.80000 49842.56
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 8 FT. X 4 FT. | | |
0045 714-26717 76.000 LFT | 837.76000 63669.76| 1154.00000 87704.00| 857.28000 65153.28
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 5 FT. | | |
0046 715-08305 87.300 TON | 126.90000 11078.37| 135.00000 11785.50| 105.00000 9166.50
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0047 801-03290 4.000 EACH | 210.00000 840.00| 455.00000 1820.00| 200.00000 800.00
CONSTRUCTION SIGN, C | | |
0048 801-04308 10.000 EACH | 288.75000 2887.50| 235.00000 2350.00| 275.00000 2750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06207 110.000 LFT | 3.21000 353.10| 5.75000 632.50| 2.00000 220.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06625 90.000 EACH | 84.00000 7560.00| 127.00000 11430.00| 80.00000 7200.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 26.000 EACH | 157.50000 4095.00| 151.00000 3926.00| 150.00000 3900.00
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 28621.60000 28621.60| 2300.00000 2300.00| 7407.43000 7407.43
MAINTAINING TRAFFIC | | |
0053 801-07118 192.000 LFT | 10.50000 2016.00| 12.00000 2304.00| 10.00000 1920.00
BARRICADE, III-A | | |
0054 801-07119 192.000 LFT | 12.60000 2419.20| 14.50000 2784.00| 12.00000 2304.00
BARRICADE, III-B | | |
0055 804-06725 8.000 EACH | 31.50000 252.00| 36.40000 291.20| 30.00000 240.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 190 -17
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 190 CONTRACT ID : R -28784-A COUNTIES : RUSH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1673827 |( 11 ) 31-1323837 |( 12 ) 35-1385672
|HENDERSON H E INC |SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 808-06712 400.000 LFT | 0.23000 92.00| 1.35000 540.00| 0.22000 88.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0057 808-06713 2130.000 LFT | 0.23000 489.90| 1.24000 2641.20| 0.22000 468.60
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0058 808-06714 10000.000 LFT | 0.23000 2300.00| 0.20000 2000.00| 0.22000 2200.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0059 808-75996 14.000 EACH | 61.69000 863.66| 37.00000 518.00| 58.75000 822.50
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 14.000 EACH | 121.80000 1705.20| 93.00000 1302.00| 76.60000 1072.40
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 470,359.52| $ 472,982.55| $ 512,609.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 470,359.52| $ 472,982.55| $ 512,609.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/03/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2313004
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1374866 PRIMCO INC $ 713,336.94 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 887,667.00 124.4387%
3 35-1057237 R L MCCOY INC $ 923,569.69 129.4717%
4 35-1817530 PIONEER ASSOCIATES INC $ 960,654.95 134.6706%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -2
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 5653.50000 5653.50| 20000.00000 20000.00| 2000.00000 2000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 35666.85000 35666.85| 44000.00000 44000.00| 46150.00000 46150.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 14266.74000 14266.74| 17500.00000 17500.00| 18450.00000 18450.00
CLEARING RIGHT OF WAY | | |
0008 202-02240 200.000 SYS | 9.76000 1952.00| 18.50000 3700.00| 45.00000 9000.00
PAVEMENT REMOVAL | | |
0009 202-02241 300.000 LFT | 7.50000 2250.00| 7.50000 2250.00| 7.50000 2250.00
GUARDRAIL, REMOVE | | |
0010 202-02286 1.000 EACH | 66361.65000 66361.65| 20000.00000 20000.00| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE | | |
0011 202-96133 465.000 LFT | 6.00000 2790.00| 28.00000 13020.00| 9.00000 4185.00
PIPE, REMOVE | | |
0012 203-02000 1585.000 CYS | 12.86000 20383.10| 21.00000 33285.00| 24.00000 38040.00
EXCAVATION, COMMON | | |
0013 203-02070 10.000 CYS | 50.00000 500.00| 40.00000 400.00| 34.00000 340.00
BORROW | | |
0014 205-03371 71.000 CYS | 20.00000 1420.00| 35.00000 2485.00| 26.00000 1846.00
SEDIMENT, REMOVE | | |
0015 205-06931 14.000 TON | 43.00000 602.00| 62.00000 868.00| 80.00000 1120.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06936 102.000 TON | 41.00000 4182.00| 37.00000 3774.00| 50.00000 5100.00
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 500.000 LFT | 1.95000 975.00| 1.95000 975.00| 1.95000 975.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -3
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 2402.000 SYS | 9.00000 21618.00| 16.65000 39993.30| 12.50000 30025.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2206.000 SYS | 5.99000 13213.94| 8.00000 17648.00| 7.50000 16545.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 3.900 CYS | 35.69000 139.19| 28.00000 109.20| 65.00000 253.50
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09268 441.000 CYS | 30.00000 13230.00| 83.00000 36603.00| 75.00000 33075.00
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 2522.000 TON | 14.00000 35308.00| 17.00000 42874.00| 14.00000 35308.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-07662 100.000 TON | 23.05000 2305.00| 17.00000 1700.00| 36.00000 3600.00
STONE | | |
0025 306-08036 1895.000 SYS | 3.00000 5685.00| 2.50000 4737.50| 3.70000 7011.50
MILLING, ASPHALT, 2 IN. | | |
0026 306-08043 800.000 SYS | 3.00000 2400.00| 2.50000 2000.00| 2.50000 2000.00
MILLING, TRANSITION | | |
0027 402-07432 123.000 TON | 72.00000 8856.00| 68.00000 8364.00| 72.00000 8856.00
HMA SURFACE, TYPE A | | |
0028 402-07434 237.000 TON | 72.00000 17064.00| 73.00000 17301.00| 60.00000 14220.00
HMA SURFACE, TYPE C | | |
0029 402-07439 344.000 TON | 36.00000 12384.00| 53.00000 18232.00| 36.00000 12384.00
HMA INTERMEDIATE, TYPE C | | |
0030 402-07440 340.000 TON | 36.00000 12240.00| 53.00000 18020.00| 36.00000 12240.00
HMA BASE, TYPE A | | |
0031 402-07442 89.000 TON | 72.00000 6408.00| 55.00000 4895.00| 72.00000 6408.00
HMA BASE, TYPE C | | |
0032 402-07453 693.000 TON | 72.00000 49896.00| 54.00000 37422.00| 72.00000 49896.00
HMA FOR TEMPORARY PAVEMENT | | |
0033 406-05520 3.230 TON | 100.00000 323.00| 100.00000 323.00| 100.00000 323.00
ASPHALT FOR TACK COAT | | |
0034 601-01839 1.000 EACH | 1725.00000 1725.00| 1725.00000 1725.00| 1725.00000 1725.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0035 601-01846 1.000 EACH | 1350.00000 1350.00| 1350.00000 1350.00| 1350.00000 1350.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 , TEMPORARY | | |
0036 601-02206 575.000 LFT | 7.25000 4168.75| 7.25000 4168.75| 7.25000 4168.75
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -4
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-06854 2.000 EACH | 2625.00000 5250.00| 2625.00000 5250.00| 2625.00000 5250.00
GUARDRAIL, W-BEAM, NESTED | | |
0038 601-94689 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2500.00000 7500.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-97080 3.000 EACH | 2000.00000 6000.00| 2000.00000 6000.00| 2000.00000 6000.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0040 601-99105 537.500 LFT | 17.65000 9486.88| 17.65000 9486.88| 17.65000 9486.88
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0041 610-07487 32.000 TON | 150.00000 4800.00| 74.00000 2368.00| 150.00000 4800.00
HMA FOR APPROACHES, TYPE B | | |
0042 611-06498 1.000 EACH | 247.00000 247.00| 215.00000 215.00| 215.00000 215.00
MAILBOX ASSEMBLY, DOUBLE | | |
0043 615-06490 8.000 EACH | 128.00000 1024.00| 128.00000 1024.00| 128.00000 1024.00
RIGHT OF WAY MARKER | | |
0044 615-06505 2.000 EACH | 725.00000 1450.00| 725.00000 1450.00| 725.00000 1450.00
MONUMENT, B | | |
0045 616-02320 609.000 SYS | 4.00000 2436.00| 1.60000 974.40| 2.00000 1218.00
GEOTEXTILES | | |
0046 616-05688 503.000 TON | 55.87000 28102.61| 47.00000 23641.00| 60.00000 30180.00
RIPRAP, CLASS 1 | | |
0047 616-06405 31.000 TON | 34.00000 1054.00| 34.00000 1054.00| 30.00000 930.00
RIPRAP, REVETMENT | | |
0048 621-01004 3.000 EACH | 525.00000 1575.00| 525.00000 1575.00| 525.00000 1575.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02363 2084.000 SYS | 0.62000 1292.08| 0.62000 1292.08| 0.62000 1292.08
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0050 621-06559 2084.000 SYS | 0.86000 1792.24| 0.86000 1792.24| 0.86000 1792.24
MULCHED SEEDING, R | | |
0051 621-06567 14.300 kGAL | 5.00000 71.50| 5.00000 71.50| 5.00000 71.50
WATER | | |
0052 621-06574 286.000 SYS | 3.08000 880.88| 3.08000 880.88| 3.08000 880.88
SODDING | | |
0053 621-06575 3282.000 SYS | 3.08000 10108.56| 3.08000 10108.56| 3.08000 10108.56
SODDING, NURSERY | | |
0054 628-09402 12.000 MOS | 2125.00000 25500.00| 1725.00000 20700.00| 1650.00000 19800.00
FIELD OFFICE, B | | |
0055 628-09407 12.000 MOS | 375.00000 4500.00| 231.00000 2772.00| 300.00000 3600.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -5
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 713-51335 LUMP | 65738.01000 65738.01| 200000.00000 200000.00| 225000.00000 225000.00
TEMPORARY BRIDGE AND APPROACHES | | |
0057 715-05048 50.000 LFT | 17.00000 850.00| 19.00000 950.00| 14.00000 700.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0058 715-05049 50.000 LFT | 20.00000 1000.00| 21.00000 1050.00| 15.00000 750.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0059 715-05051 50.000 LFT | 22.00000 1100.00| 23.00000 1150.00| 17.00000 850.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0060 715-05052 50.000 LFT | 23.00000 1150.00| 25.00000 1250.00| 18.00000 900.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0061 715-05169 30.000 LFT | 31.00000 930.00| 30.00000 900.00| 23.00000 690.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0062 715-05171 26.000 LFT | 35.35000 919.10| 35.00000 910.00| 27.00000 702.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0063 715-46005 2.000 EACH | 260.00000 520.00| 175.00000 350.00| 340.00000 680.00
PIPE END SECTION, 15 IN. | | |
0064 715-46010 2.000 EACH | 320.00000 640.00| 225.00000 450.00| 375.00000 750.00
PIPE END SECTION, 18 IN. | | |
0065 723-07020 55.000 LFT | 1650.00000 90750.00| 1600.00000 88000.00| 2200.00000 121000.00
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 120 IN. | | |
0066 723-08608 766.000 SFT | 65.75000 50364.50| 52.00000 39832.00| 51.00000 39066.00
WINGWALL | | |
0067 801-03290 4.000 EACH | 230.00000 920.00| 230.00000 920.00| 129.00000 516.00
CONSTRUCTION SIGN, C | | |
0068 801-04308 2.000 EACH | 335.00000 670.00| 335.00000 670.00| 385.00000 770.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06203 5776.000 LFT | 0.21000 1212.96| 0.21000 1212.96| 0.15000 866.40
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0070 801-06640 17.000 EACH | 120.00000 2040.00| 120.00000 2040.00| 140.00000 2380.00
CONSTRUCTION SIGN, A | | |
0071 801-06645 14.000 EACH | 90.00000 1260.00| 90.00000 1260.00| 53.00000 742.00
CONSTRUCTION SIGN, B | | |
0072 801-06650 37.000 EACH | 11.50000 425.50| 11.50000 425.50| 12.40000 458.80
TEMPORARY RAISED PAVEMENT MARKER, 2 | | |
0073 801-06775 LUMP | 3515.00000 3515.00| 17935.85000 17935.85| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0074 801-07023 1.000 EACH | 4700.00000 4700.00| 4700.00000 4700.00| 4700.00000 4700.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -6
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-07118 96.000 LFT | 18.00000 1728.00| 18.00000 1728.00| 6.10000 585.60
BARRICADE, III-A | | |
0076 802-05701 10.000 LFT | 26.00000 260.00| 26.00000 260.00| 26.00000 260.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 808-06712 270.000 LFT | 1.30000 351.00| 1.30000 351.00| 0.60000 162.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0078 808-06713 2140.000 LFT | 0.36000 770.40| 0.36000 770.40| 0.60000 1284.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0079 808-06716 140.000 LFT | 2.75000 385.00| 2.75000 385.00| 2.00000 280.00
LINE, REMOVE | | |
0080 808-75996 14.000 EACH | 44.00000 616.00| 11.00000 154.00| 20.00000 280.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0081 808-75998 14.000 EACH | 145.00000 2030.00| 145.00000 2030.00| 41.00000 574.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 713,336.94| $ 887,667.00| $ 923,569.69
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 713,336.94| $ 887,667.00| $ 923,569.69
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -7
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 50000.00000 50000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 20000.00000 20000.00| |
CLEARING RIGHT OF WAY | | |
0008 202-02240 200.000 SYS | 21.00000 4200.00| |
PAVEMENT REMOVAL | | |
0009 202-02241 300.000 LFT | 7.50000 2250.00| |
GUARDRAIL, REMOVE | | |
0010 202-02286 1.000 EACH | 15000.00000 15000.00| |
PRESENT STRUCTURE, REMOVE | | |
0011 202-96133 465.000 LFT | 11.90000 5533.50| |
PIPE, REMOVE | | |
0012 203-02000 1585.000 CYS | 20.00000 31700.00| |
EXCAVATION, COMMON | | |
0013 203-02070 10.000 CYS | 10.00000 100.00| |
BORROW | | |
0014 205-03371 71.000 CYS | 20.00000 1420.00| |
SEDIMENT, REMOVE | | |
0015 205-06931 14.000 TON | 65.00000 910.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 1.000 EACH | 100.00000 100.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06936 102.000 TON | 40.00000 4080.00| |
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 500.000 LFT | 3.80000 1900.00| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -8
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 2402.000 SYS | 26.00000 62452.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2206.000 SYS | 8.00000 17648.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 3.900 CYS | 35.00000 136.50| |
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09268 441.000 CYS | 90.00000 39690.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 2522.000 TON | 17.00000 42874.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-07662 100.000 TON | 30.00000 3000.00| |
STONE | | |
0025 306-08036 1895.000 SYS | 4.45000 8432.75| |
MILLING, ASPHALT, 2 IN. | | |
0026 306-08043 800.000 SYS | 4.20000 3360.00| |
MILLING, TRANSITION | | |
0027 402-07432 123.000 TON | 79.06000 9724.38| |
HMA SURFACE, TYPE A | | |
0028 402-07434 237.000 TON | 73.28000 17367.36| |
HMA SURFACE, TYPE C | | |
0029 402-07439 344.000 TON | 52.17000 17946.48| |
HMA INTERMEDIATE, TYPE C | | |
0030 402-07440 340.000 TON | 50.26000 17088.40| |
HMA BASE, TYPE A | | |
0031 402-07442 89.000 TON | 57.51000 5118.39| |
HMA BASE, TYPE C | | |
0032 402-07453 693.000 TON | 56.80000 39362.40| |
HMA FOR TEMPORARY PAVEMENT | | |
0033 406-05520 3.230 TON | 432.00000 1395.36| |
ASPHALT FOR TACK COAT | | |
0034 601-01839 1.000 EACH | 1725.00000 1725.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0035 601-01846 1.000 EACH | 1350.00000 1350.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 , TEMPORARY | | |
0036 601-02206 575.000 LFT | 7.25000 4168.75| |
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -9
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-06854 2.000 EACH | 2625.00000 5250.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0038 601-94689 3.000 EACH | 2500.00000 7500.00| |
GUARDRAIL END TREATMENT, OS | | |
0039 601-97080 3.000 EACH | 2000.00000 6000.00| |
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0040 601-99105 537.500 LFT | 17.65000 9486.88| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0041 610-07487 32.000 TON | 98.02000 3136.64| |
HMA FOR APPROACHES, TYPE B | | |
0042 611-06498 1.000 EACH | 215.00000 215.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0043 615-06490 8.000 EACH | 128.00000 1024.00| |
RIGHT OF WAY MARKER | | |
0044 615-06505 2.000 EACH | 725.00000 1450.00| |
MONUMENT, B | | |
0045 616-02320 609.000 SYS | 3.40000 2070.60| |
GEOTEXTILES | | |
0046 616-05688 503.000 TON | 45.00000 22635.00| |
RIPRAP, CLASS 1 | | |
0047 616-06405 31.000 TON | 25.00000 775.00| |
RIPRAP, REVETMENT | | |
0048 621-01004 3.000 EACH | 525.00000 1575.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02363 2084.000 SYS | 0.62000 1292.08| |
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0050 621-06559 2084.000 SYS | 0.86000 1792.24| |
MULCHED SEEDING, R | | |
0051 621-06567 14.300 kGAL | 5.00000 71.50| |
WATER | | |
0052 621-06574 286.000 SYS | 3.08000 880.88| |
SODDING | | |
0053 621-06575 3282.000 SYS | 3.08000 10108.56| |
SODDING, NURSERY | | |
0054 628-09402 12.000 MOS | 2700.00000 32400.00| |
FIELD OFFICE, B | | |
0055 628-09407 12.000 MOS | 275.00000 3300.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -10
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 713-51335 LUMP | 175000.00000 175000.00| |
TEMPORARY BRIDGE AND APPROACHES | | |
0057 715-05048 50.000 LFT | 20.00000 1000.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0058 715-05049 50.000 LFT | 21.00000 1050.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0059 715-05051 50.000 LFT | 22.00000 1100.00| |
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0060 715-05052 50.000 LFT | 23.00000 1150.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0061 715-05169 30.000 LFT | 25.00000 750.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0062 715-05171 26.000 LFT | 40.00000 1040.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0063 715-46005 2.000 EACH | 300.00000 600.00| |
PIPE END SECTION, 15 IN. | | |
0064 715-46010 2.000 EACH | 350.00000 700.00| |
PIPE END SECTION, 18 IN. | | |
0065 723-07020 55.000 LFT | 3000.00000 165000.00| |
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 120 IN. | | |
0066 723-08608 766.000 SFT | 50.00000 38300.00| |
WINGWALL | | |
0067 801-03290 4.000 EACH | 129.00000 516.00| |
CONSTRUCTION SIGN, C | | |
0068 801-04308 2.000 EACH | 385.00000 770.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06203 5776.000 LFT | 0.15000 866.40| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0070 801-06640 17.000 EACH | 140.00000 2380.00| |
CONSTRUCTION SIGN, A | | |
0071 801-06645 14.000 EACH | 53.00000 742.00| |
CONSTRUCTION SIGN, B | | |
0072 801-06650 37.000 EACH | 12.40000 458.80| |
TEMPORARY RAISED PAVEMENT MARKER, 2 | | |
0073 801-06775 LUMP | 9500.00000 9500.00| |
MAINTAINING TRAFFIC | | |
0074 801-07023 1.000 EACH | 4700.00000 4700.00| |
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 200 -11
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28874-A COUNTIES : WELLS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-07118 96.000 LFT | 6.10000 585.60| |
BARRICADE, III-A | | |
0076 802-05701 10.000 LFT | 26.00000 260.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 808-06712 270.000 LFT | 0.60000 162.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0078 808-06713 2140.000 LFT | 0.60000 1284.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0079 808-06716 140.000 LFT | 2.00000 280.00| |
LINE, REMOVE | | |
0080 808-75996 14.000 EACH | 12.55000 175.70| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0081 808-75998 14.000 EACH | 91.70000 1283.80| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 960,654.95| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 960,654.95| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 05/14/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0200391
0710887
1798014
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 2,387,560.10 100.0000%
2 35-0997978 PHEND & BROWN INC $ 2,506,374.36 104.9764%
3 35-1374866 PRIMCO INC $ 2,680,124.95 112.2537%
4 35-1817530 PIONEER ASSOCIATES INC $ 2,977,352.48 124.7027%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,098,581.00 129.7802%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -2
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE WIDENING
| | |
0001 105-06845 LUMP | 18800.00000 18800.00| 24800.00000 24800.00| 23636.00000 23636.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 120.00000 120.00| 300.00000 300.00| 285.00000 285.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 90.00000 900.00| 50.00000 500.00| 95.00000 950.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 121000.00000 121000.00| 126500.00000 126500.00| 134006.24000 134006.24
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 48000.00000 48000.00| 63000.00000 63000.00| 53602.50000 53602.50
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 27.000 SYS | 150.00000 4050.00| 20.00000 540.00| 16.00000 432.00
PAVEMENT REMOVAL | | |
0016 202-02279 4362.000 LFT | 2.50000 10905.00| 4.00000 17448.00| 4.50000 19629.00
CURB AND GUTTER, REMOVE | | |
0017 202-04089 2.000 EACH | 50.00000 100.00| 100.00000 200.00| 75.00000 150.00
SIGN, SHEET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -3
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 60000.00000 60000.00| 60000.00000 60000.00| 131584.40000 131584.40
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 202-52710 363.000 SYS | 20.00000 7260.00| 15.00000 5445.00| 6.00000 2178.00
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-90277 8.000 EACH | 300.00000 2400.00| 300.00000 2400.00| 250.00000 2000.00
DETECTOR HOUSING, REMOVE | | |
0021 203-02000 4631.000 CYS | 26.00000 120406.00| 20.00000 92620.00| 17.16000 79467.96
EXCAVATION, COMMON | | |
0022 205-06934 1.000 TON | 750.00000 750.00| 750.00000 750.00| 750.00000 750.00
TEMPORARY MULCHING | | |
0023 205-06937 1374.000 LFT | 1.56000 2143.44| 1.56000 2143.44| 2.56000 3517.44
TEMPORARY SILT FENCE | | |
0024 206-51215 18.300 CYS | 300.00000 5490.00| 300.00000 5490.00| 330.00000 6039.00
EXCAVATION, X | | |
0025 206-51230 50.000 CYS | 100.00000 5000.00| 100.00000 5000.00| 50.00000 2500.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0026 207-08263 13506.000 SYS | 6.30000 85087.80| 7.00000 94542.00| 14.11000 190569.66
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08267 1358.000 SYS | 9.00000 12222.00| 15.00000 20370.00| 7.11000 9655.38
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 210-07265 2.000 EACH | 392.78000 785.56| 100.00000 200.00| 592.80000 1185.60
ANIMAL GUARD | | |
0029 211-09264 2058.000 CYS | 16.50000 33957.00| 10.00000 20580.00| 22.50000 46305.00
STRUCTURE BACKFILL, TYPE 1 | | |
0030 211-09267 17.600 CYS | 115.00000 2024.00| 115.00000 2024.00| 100.00000 1760.00
STRUCTURE BACKFILL, TYPE 4 | | |
0031 301-07448 95.000 TON | 33.00000 3135.00| 45.00000 4275.00| 33.00000 3135.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 302-07455 38.200 CYS | 65.00000 2483.00| 65.00000 2483.00| 89.92000 3434.94
DENSE GRADED SUBBASE | | |
0033 304-07491 190.000 TON | 80.00000 15200.00| 100.00000 19000.00| 80.00000 15200.00
HMA PATCHING, TYPE C , FULL DEPTH | | |
0034 304-07491 120.000 TON | 80.00000 9600.00| 140.00000 16800.00| 80.00000 9600.00
HMA PATCHING, TYPE C , PARTIAL DEPTH | | |
0035 306-08034 23203.000 SYS | 0.45000 10441.35| 0.40000 9281.20| 0.45000 10441.35
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 306-08432 2600.000 SYS | 0.45000 1170.00| 0.40000 1040.00| 0.45000 1170.00
MILLING, APPROACH | | |
0037 401-07328 2798.000 TON | 71.00000 198658.00| 70.00000 195860.00| 71.00000 198658.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -4
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 401-07398 1399.000 TON | 54.00000 75546.00| 65.00000 90935.00| 54.00000 75546.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0039 401-07408 6507.000 TON | 49.00000 318843.00| 55.00000 357885.00| 49.00000 318843.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0040 402-07451 2.000 TON | 80.00000 160.00| 360.00000 720.00| 80.00000 160.00
HMA WEDGE AND LEVEL, TYPE B | | |
0041 402-07453 1094.000 TON | 23.00000 25162.00| 100.00000 109400.00| 35.00000 38290.00
HMA FOR TEMPORARY PAVEMENT | | |
0042 406-05520 13.000 TON | 50.00000 650.00| 1.00000 13.00| 50.00000 650.00
ASPHALT FOR TACK COAT | | |
0043 601-01522 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 1875.00000 5625.00
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-06238 1.000 EACH | 15700.00000 15700.00| 15700.00000 15700.00| 16400.00000 16400.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0045 601-94689 2.000 EACH | 2600.00000 5200.00| 2600.00000 5200.00| 2425.00000 4850.00
GUARDRAIL END TREATMENT, OS | | |
0046 601-94689 1.000 EACH | 2600.00000 2600.00| 2600.00000 2600.00| 2425.00000 2425.00
GUARDRAIL END TREATMENT, OS ,MODIFIED | | |
0047 601-99105 12.500 LFT | 28.00000 350.00| 28.00000 350.00| 22.00000 275.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0048 604-07897 3.000 SYS | 600.00000 1800.00| 280.00000 840.00| 100.00000 300.00
CURB RAMP, CONCRETE, C | | |
0049 604-07901 24.000 SYS | 240.00000 5760.00| 210.00000 5040.00| 110.00000 2640.00
CURB RAMP, CONCRETE, G | | |
0050 604-07903 19.000 SYS | 100.00000 1900.00| 185.00000 3515.00| 110.00000 2090.00
CURB RAMP, CONCRETE, K | | |
0051 604-44251 2.000 CYS | 1150.00000 2300.00| 890.00000 1780.00| 1310.00000 2620.00
STEPS, CONCRETE | | |
0052 604-91531 2406.000 SYS | 39.00000 93834.00| 22.00000 52932.00| 32.00000 76992.00
SIDEWALK, CONCRETE, 4 IN. | | |
0053 605-06120 19.000 LFT | 47.00000 893.00| 42.00000 798.00| 27.00000 513.00
CURB, CONCRETE | | |
0054 605-06140 5176.000 LFT | 22.00000 113872.00| 13.00000 67288.00| 18.00000 93168.00
CURB AND GUTTER, CONCRETE | | |
0055 610-07487 268.000 TON | 45.00000 12060.00| 95.00000 25460.00| 45.00000 12060.00
HMA FOR APPROACHES, TYPE B | | |
0056 610-08446 105.000 SYS | 45.00000 4725.00| 50.00000 5250.00| 41.00000 4305.00
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 1061.000 SYS | 52.00000 55172.00| 50.00000 53050.00| 46.00000 48806.00
PCCP FOR APPROACHES, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -5
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 611-02825 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 370.00000 370.00
MAILBOX ASSEMBLY, TRIPLE | | |
0060 611-06497 5.000 EACH | 150.00000 750.00| 150.00000 750.00| 213.00000 1065.00
MAILBOX ASSEMBLY, SINGLE | | |
0061 611-06498 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 243.00000 729.00
MAILBOX ASSEMBLY, DOUBLE | | |
0062 615-06505 6.000 EACH | 500.00000 3000.00| 500.00000 3000.00| 630.00000 3780.00
MONUMENT, B | | |
0063 616-02320 176.000 SYS | 2.00000 352.00| 3.25000 572.00| 3.00000 528.00
GEOTEXTILES | | |
0064 616-06405 112.000 TON | 32.00000 3584.00| 37.00000 4144.00| 30.00000 3360.00
RIPRAP, REVETMENT | | |
0065 616-51366 324.000 SYS | 68.00000 22032.00| 68.00000 22032.00| 59.00000 19116.00
SLOPEWALL, CONCRETE, 5 IN. | | |
0066 621-06545 1.000 TON | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00
FERTILIZER | | |
0067 621-06557 57.000 LBS | 7.35000 418.95| 7.35000 418.95| 7.35000 418.95
SEED MIXTURE, T | | |
0068 621-06575 3674.000 SYS | 3.15000 11573.10| 3.15000 11573.10| 3.15000 11573.10
SODDING, NURSERY | | |
0069 628-09402 10.000 MOS | 1768.59000 17685.90| 1980.00000 19800.00| 2265.00000 22650.00
FIELD OFFICE, B | | |
0070 628-09407 10.000 MOS | 335.00000 3350.00| 231.00000 2310.00| 350.00000 3500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0071 701-51190 150.000 LFT | 40.00000 6000.00| 40.00000 6000.00| 58.25000 8737.50
PILE, STEEL H, HP 10" X 42 | | |
0072 701-91792 10.000 EACH | 300.00000 3000.00| 300.00000 3000.00| 125.00000 1250.00
PILE TIP, STEEL H | | |
0073 701-92043 20.000 LFT | 50.00000 1000.00| 50.00000 1000.00| 880.10000 17602.00
CORED HOLE IN ROCK, 18 IN. | | |
0074 702-51005 16.200 CYS | 650.00000 10530.00| 650.00000 10530.00| 1650.00000 26730.00
CONCRETE, A, SUBSTRUCTURE | | |
0075 702-51015 4.000 CYS | 900.00000 3600.00| 900.00000 3600.00| 1210.00000 4840.00
CONCRETE, B, FOOTINGS | | |
0076 702-90915 6.700 CYS | 1000.00000 6700.00| 201.00000 1346.70| 1010.00000 6767.00
CONCRETE, A | | |
0077 703-06028 624.000 LBS | 0.70000 436.80| 0.70000 436.80| 1.25000 780.00
REINFORCING BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -6
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 703-51030 1664.000 LBS | 0.70000 1164.80| 0.70000 1164.80| 1.25000 2080.00
REINFORCING STEEL | | |
0079 703-51032 55598.000 LBS | 0.78000 43366.44| 0.78000 43366.44| 0.95000 52818.10
REINFORCING STEEL, EPOXY COATED | | |
0080 704-51002 203.900 CYS | 700.00000 142730.00| 700.00000 142730.00| 600.00000 122340.00
CONCRETE, C, SUPERSTRUCTURE | | |
0081 706-06342 157.300 LFT | 91.00000 14314.30| 84.00000 13213.20| 111.75000 17578.28
RAILING, PS-1 | | |
0082 706-06353 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 2200.00000 8800.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-1 | | |
0083 706-51020 8.600 CYS | 950.00000 8170.00| 950.00000 8170.00| 900.00000 7740.00
CONCRETE, C, RAILING | | |
0084 709-51821 LUMP | 3800.00000 3800.00| 3560.00000 3560.00| 4899.20000 4899.20
SURFACE SEAL | | |
0085 714-04802 123.000 SYS | 67.00000 8241.00| 47.25000 5811.75| 108.24000 13313.52
CONCRETE MODULAR BLOCK WALL | | |
0086 715-05149 1381.000 LFT | 40.00000 55240.00| 32.00000 44192.00| 38.04000 52533.24
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 502.000 LFT | 40.25000 20205.50| 44.00000 22088.00| 41.71000 20938.42
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05151 289.000 LFT | 56.00000 16184.00| 53.00000 15317.00| 50.86000 14698.54
PIPE, TYPE 2, CIRCULAR, 15 IN. , | | |
MODIFIED | | |
0089 715-05152 261.000 LFT | 51.00000 13311.00| 47.00000 12267.00| 45.88000 11974.68
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05152 155.000 LFT | 65.00000 10075.00| 62.00000 9610.00| 54.82000 8497.10
PIPE, TYPE 2, CIRCULAR, 18 IN. , | | |
MODIFIED | | |
0091 715-05153 345.000 LFT | 58.00000 20010.00| 70.00000 24150.00| 64.53000 22262.85
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0092 715-05154 164.000 LFT | 60.00000 9840.00| 75.00000 12300.00| 60.08000 9853.12
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0093 715-05154 100.000 LFT | 95.00000 9500.00| 80.00000 8000.00| 76.95000 7695.00
PIPE, TYPE 2, CIRCULAR, 24 IN. , | | |
MODIFIED | | |
0094 715-05162 29.000 LFT | 190.00000 5510.00| 180.00000 5220.00| 162.81000 4721.49
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0095 715-09064 3226.000 LFT | 1.10000 3548.60| 1.10000 3548.60| 1.50000 4839.00
VIDEO INSPECTION FOR PIPE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -7
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 715-46010 1.000 EACH | 350.00000 350.00| 320.00000 320.00| 265.00000 265.00
PIPE END SECTION, 18 IN. | | |
0097 720-09487 1.000 EACH | 500.00000 500.00| 815.00000 815.00| 650.00000 650.00
CASTING, 8, ADJUST TO GRADE | | |
0098 720-44000 4.000 EACH | 500.00000 2000.00| 470.00000 1880.00| 300.00000 1200.00
CASTING, ADJUST TO GRADE | | |
0099 720-45410 15.000 EACH | 2500.00000 37500.00| 2400.00000 36000.00| 1450.00000 21750.00
MANHOLE, C4 | | |
0100 720-45416 1.000 EACH | 6500.00000 6500.00| 6313.00000 6313.00| 8240.00000 8240.00
MANHOLE, E4 | | |
0101 720-45605 15.000 LFT | 200.00000 3000.00| 520.00000 7800.00| 300.00000 4500.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0102 720-45615 5.000 LFT | 200.00000 1000.00| 520.00000 2600.00| 275.00000 1375.00
STRUCTURE, INLET, RECONSTRUCT | | |
0103 720-90349 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 1600.00000 3200.00
MANHOLE, C8 | | |
0104 720-93409 10.000 EACH | 2200.00000 22000.00| 2300.00000 23000.00| 2145.00000 21450.00
INLET, B15, MODIFIED | | |
0105 720-96129 7.000 EACH | 500.00000 3500.00| 622.00000 4354.00| 460.00000 3220.00
CASTING, 4, ADJUST TO GRADE | | |
0106 720-98174 26.000 EACH | 2100.00000 54600.00| 2200.00000 57200.00| 1925.00000 50050.00
INLET, B15 | | |
0107 720-98555 2.000 EACH | 2100.00000 4200.00| 2230.00000 4460.00| 1935.00000 3870.00
INLET, C15 | | |
0108 720-98625 6.000 EACH | 3200.00000 19200.00| 2865.00000 17190.00| 2600.00000 15600.00
MANHOLE, C4, DROP | | |
0109 801-01504 30.000 EACH | 5.00000 150.00| 45.00000 1350.00| 45.00000 1350.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0110 801-01505 20.000 EACH | 5.00000 100.00| 65.00000 1300.00| 65.00000 1300.00
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
0111 801-03290 3.000 EACH | 199.00000 597.00| 199.00000 597.00| 199.00000 597.00
CONSTRUCTION SIGN, C | | |
0112 801-03291 4.000 EACH | 55.00000 220.00| 55.00000 220.00| 55.00000 220.00
CONSTRUCTION SIGN, D | | |
0113 801-04308 3.000 EACH | 600.00000 1800.00| 325.00000 975.00| 325.00000 975.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06203 31956.000 LFT | 0.01000 319.56| 0.33000 10545.48| 0.33000 10545.48
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -8
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06207 13000.000 LFT | 0.01000 130.00| 1.10000 14300.00| 1.05000 13650.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0116 801-06211 21.000 EACH | 5.00000 105.00| 110.00000 2310.00| 110.00000 2310.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0117 801-06216 316.000 LFT | 0.50000 158.00| 2.25000 711.00| 2.25000 711.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0118 801-06218 225.000 LFT | 5.10000 1147.50| 5.10000 1147.50| 5.10000 1147.50
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0119 801-06625 18.000 EACH | 94.00000 1692.00| 94.00000 1692.00| 94.00000 1692.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0120 801-06640 50.000 EACH | 50.00000 2500.00| 149.00000 7450.00| 149.00000 7450.00
CONSTRUCTION SIGN, A | | |
0121 801-06775 LUMP | 45000.00000 45000.00| 20000.00000 20000.00| 156201.33000 156201.33
MAINTAINING TRAFFIC | | |
0122 801-07118 456.000 LFT | 9.00000 4104.00| 9.00000 4104.00| 9.00000 4104.00
BARRICADE, III-A | | |
0123 801-92448 500.000 DAY | 1.00000 500.00| 1.60000 800.00| 1.50000 750.00
CONSTRUCTION SIGNS, MOBILE | | |
0124 801-94295 7.000 EACH | 150.00000 1050.00| 220.00000 1540.00| 125.00000 875.00
SIGNAL HEAD, RELOCATE | | |
0125 802-05704 613.000 LFT | 10.00000 6130.00| 10.00000 6130.00| 10.50000 6436.50
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0126 802-07060 31.000 EACH | 150.00000 4650.00| 150.00000 4650.00| 75.00000 2325.00
SIGN, SHEET, RELOCATE | | |
0127 802-76025 124.250 SFT | 12.80000 1590.40| 12.80000 1590.40| 10.50000 1304.63
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76035 9.000 SFT | 13.50000 121.50| 13.50000 121.50| 12.00000 108.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0129 805-01815 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 1500.00000 1500.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0130 805-01842 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| 600.00000 1200.00
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -9
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 805-01844 250.000 LFT | 13.50000 3375.00| 13.50000 3375.00| 15.00000 3750.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0132 805-02503 6284.000 LFT | 0.15000 942.60| 0.15000 942.60| 0.75000 4713.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0133 805-78205 3.000 EACH | 880.00000 2640.00| 880.00000 2640.00| 650.00000 1950.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0134 805-78230 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 750.00000 750.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0135 805-78415 2.000 EACH | 1400.00000 2800.00| 1400.00000 2800.00| 1600.00000 3200.00
SPAN, CATENARY, AND TETHER | | |
0136 805-78420 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 225.00000 450.00
DISCONNECT HANGER | | |
0137 805-78470 4000.000 LFT | 0.15000 600.00| 0.15000 600.00| 0.75000 3000.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0138 805-78485 108.000 LFT | 1.60000 172.80| 1.60000 172.80| 1.45000 156.60
SIGNAL CABLE, 5C 14GA. | | |
0139 805-78490 520.000 LFT | 1.90000 988.00| 1.90000 988.00| 1.55000 806.00
SIGNAL CABLE, 7C 14GA. | | |
0140 805-78510 683.000 LFT | 1.60000 1092.80| 1.60000 1092.80| 0.95000 648.85
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0141 805-78785 13.000 EACH | 650.00000 8450.00| 650.00000 8450.00| 600.00000 7800.00
SIGNAL DETECTOR HOUSING | | |
0142 805-78795 2198.000 LFT | 9.00000 19782.00| 9.00000 19782.00| 8.00000 17584.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0143 805-81032 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0144 808-03632 222.000 LFT | 2.70000 599.40| 2.70000 599.40| 2.70000 599.40
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0145 808-04896 56.000 LFT | 2.70000 151.20| 2.70000 151.20| 2.70000 151.20
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0146 808-06701 855.000 LFT | 0.35000 299.25| 0.35000 299.25| 0.35000 299.25
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0147 808-06703 5041.000 LFT | 0.35000 1764.35| 0.35000 1764.35| 0.35000 1764.35
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0148 808-75043 498.000 LFT | 0.89000 443.22| 0.89000 443.22| 0.89000 443.22
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -10
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1374866
|E & B PAVING INC |PHEND & BROWN INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 808-75240 2187.000 LFT | 0.35000 765.45| 0.35000 765.45| 0.35000 765.45
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0150 808-75245 12851.000 LFT | 0.35000 4497.85| 0.35000 4497.85| 0.35000 4497.85
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0151 808-75297 333.000 LFT | 3.56000 1185.48| 3.56000 1185.48| 3.56000 1185.48
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0152 808-75320 37.000 EACH | 56.00000 2072.00| 56.00000 2072.00| 56.00000 2072.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0153 808-75996 130.000 EACH | 6.23000 809.90| 4.66000 605.80| 4.40000 572.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0154 808-75998 230.000 EACH | 21.41000 4924.30| 21.41000 4924.30| 21.41000 4924.30
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0155 609-06259 234.800 SYS | 135.00000 31698.00| 135.00000 31698.00| 75.00000 17610.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0156 108-01614 LUMP | 4400.00000 4400.00| 9500.00000 9500.00| 9500.00000 9500.00
PARTNERING OVERHEAD | | |
0157 732-08421 123.000 SYS | 105.00000 12915.00| 122.00000 15006.00| 204.00000 25092.00
MODULAR BLOCK WALL ERECTION | | |
0158 621-01004 1.000 EACH | 275.00000 275.00| 275.00000 275.00| 275.00000 275.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0159 610-07487 619.000 TON | 45.00000 27855.00| 100.00000 61900.00| 45.00000 27855.00
HMA FOR APPROACHES, TYPE B , QC/QA | | |
SECTION TOTALS | $ 2,387,560.10| $ 2,506,374.36| $ 2,680,124.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,387,560.10| $ 2,506,374.36| $ 2,680,124.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -11
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE WIDENING
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| 68462.87000 68462.87|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 250.00000 250.00| 80.00000 80.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 155.00000 1550.00| 36.00000 360.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0012 110-01001 LUMP | 145000.00000 145000.00| 154000.00000 154000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 58000.00000 58000.00| 61000.00000 61000.00|
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 3000.00000 3000.00| 1500.00000 1500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 27.000 SYS | 30.50000 823.50| 10.00000 270.00|
PAVEMENT REMOVAL | | |
0016 202-02279 4362.000 LFT | 9.00000 39258.00| 3.50000 15267.00|
CURB AND GUTTER, REMOVE | | |
0017 202-04089 2.000 EACH | 50.00000 100.00| 50.00000 100.00|
SIGN, SHEET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -12
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 46000.00000 46000.00| 46000.00000 46000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 202-52710 363.000 SYS | 12.15000 4410.45| 4.50000 1633.50|
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-90277 8.000 EACH | 150.00000 1200.00| 300.00000 2400.00|
DETECTOR HOUSING, REMOVE | | |
0021 203-02000 4631.000 CYS | 14.00000 64834.00| 23.00000 106513.00|
EXCAVATION, COMMON | | |
0022 205-06934 1.000 TON | 750.00000 750.00| 750.00000 750.00|
TEMPORARY MULCHING | | |
0023 205-06937 1374.000 LFT | 3.65000 5015.10| 1.56000 2143.44|
TEMPORARY SILT FENCE | | |
0024 206-51215 18.300 CYS | 200.00000 3660.00| 200.00000 3660.00|
EXCAVATION, X | | |
0025 206-51230 50.000 CYS | 50.00000 2500.00| 50.00000 2500.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0026 207-08263 13506.000 SYS | 5.30000 71581.80| 19.00000 256614.00|
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08267 1358.000 SYS | 29.00000 39382.00| 11.00000 14938.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 210-07265 2.000 EACH | 800.00000 1600.00| 300.00000 600.00|
ANIMAL GUARD | | |
0029 211-09264 2058.000 CYS | 41.30000 84995.40| 35.00000 72030.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0030 211-09267 17.600 CYS | 120.00000 2112.00| 150.00000 2640.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0031 301-07448 95.000 TON | 18.15000 1724.25| 32.00000 3040.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 302-07455 38.200 CYS | 41.00000 1566.20| 41.00000 1566.20|
DENSE GRADED SUBBASE | | |
0033 304-07491 190.000 TON | 125.00000 23750.00| 99.00000 18810.00|
HMA PATCHING, TYPE C , FULL DEPTH | | |
0034 304-07491 120.000 TON | 125.00000 15000.00| 135.00000 16200.00|
HMA PATCHING, TYPE C , PARTIAL DEPTH | | |
0035 306-08034 23203.000 SYS | 2.15000 49886.45| 1.20000 27843.60|
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 306-08432 2600.000 SYS | 10.00000 26000.00| 1.30000 3380.00|
MILLING, APPROACH | | |
0037 401-07328 2798.000 TON | 73.20000 204813.60| 87.00000 243426.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -13
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 401-07398 1399.000 TON | 70.75000 98979.25| 77.00000 107723.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0039 401-07408 6507.000 TON | 64.00000 416448.00| 67.00000 435969.00|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0040 402-07451 2.000 TON | 80.00000 160.00| 65.00000 130.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0041 402-07453 1094.000 TON | 63.15000 69086.10| 65.00000 71110.00|
HMA FOR TEMPORARY PAVEMENT | | |
0042 406-05520 13.000 TON | 485.00000 6305.00| 100.00000 1300.00|
ASPHALT FOR TACK COAT | | |
0043 601-01522 3.000 EACH | 1875.00000 5625.00| 1800.00000 5400.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-06238 1.000 EACH | 16400.00000 16400.00| 15700.00000 15700.00|
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0045 601-94689 2.000 EACH | 2425.00000 4850.00| 2600.00000 5200.00|
GUARDRAIL END TREATMENT, OS | | |
0046 601-94689 1.000 EACH | 2425.00000 2425.00| 2600.00000 2600.00|
GUARDRAIL END TREATMENT, OS ,MODIFIED | | |
0047 601-99105 12.500 LFT | 22.00000 275.00| 28.00000 350.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0048 604-07897 3.000 SYS | 155.00000 465.00| 150.00000 450.00|
CURB RAMP, CONCRETE, C | | |
0049 604-07901 24.000 SYS | 215.00000 5160.00| 150.00000 3600.00|
CURB RAMP, CONCRETE, G | | |
0050 604-07903 19.000 SYS | 220.00000 4180.00| 150.00000 2850.00|
CURB RAMP, CONCRETE, K | | |
0051 604-44251 2.000 CYS | 2500.00000 5000.00| 750.00000 1500.00|
STEPS, CONCRETE | | |
0052 604-91531 2406.000 SYS | 29.00000 69774.00| 35.00000 84210.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0053 605-06120 19.000 LFT | 24.00000 456.00| 25.00000 475.00|
CURB, CONCRETE | | |
0054 605-06140 5176.000 LFT | 16.00000 82816.00| 13.00000 67288.00|
CURB AND GUTTER, CONCRETE | | |
0055 610-07487 268.000 TON | 87.35000 23409.80| 85.00000 22780.00|
HMA FOR APPROACHES, TYPE B | | |
0056 610-08446 105.000 SYS | 62.00000 6510.00| 55.00000 5775.00|
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 1061.000 SYS | 67.00000 71087.00| 65.00000 68965.00|
PCCP FOR APPROACHES, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -14
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 611-02825 1.000 EACH | 300.00000 300.00| 300.00000 300.00|
MAILBOX ASSEMBLY, TRIPLE | | |
0060 611-06497 5.000 EACH | 175.00000 875.00| 150.00000 750.00|
MAILBOX ASSEMBLY, SINGLE | | |
0061 611-06498 3.000 EACH | 200.00000 600.00| 200.00000 600.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0062 615-06505 6.000 EACH | 630.00000 3780.00| 500.00000 3000.00|
MONUMENT, B | | |
0063 616-02320 176.000 SYS | 3.25000 572.00| 3.25000 572.00|
GEOTEXTILES | | |
0064 616-06405 112.000 TON | 37.00000 4144.00| 37.00000 4144.00|
RIPRAP, REVETMENT | | |
0065 616-51366 324.000 SYS | 60.00000 19440.00| 60.00000 19440.00|
SLOPEWALL, CONCRETE, 5 IN. | | |
0066 621-06545 1.000 TON | 800.00000 800.00| 800.00000 800.00|
FERTILIZER | | |
0067 621-06557 57.000 LBS | 7.35000 418.95| 7.35000 418.95|
SEED MIXTURE, T | | |
0068 621-06575 3674.000 SYS | 3.15000 11573.10| 3.15000 11573.10|
SODDING, NURSERY | | |
0069 628-09402 10.000 MOS | 3000.00000 30000.00| 1900.00000 19000.00|
FIELD OFFICE, B | | |
0070 628-09407 10.000 MOS | 585.00000 5850.00| 250.00000 2500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0071 701-51190 150.000 LFT | 95.00000 14250.00| 95.00000 14250.00|
PILE, STEEL H, HP 10" X 42 | | |
0072 701-91792 10.000 EACH | 90.00000 900.00| 90.00000 900.00|
PILE TIP, STEEL H | | |
0073 701-92043 20.000 LFT | 160.00000 3200.00| 160.00000 3200.00|
CORED HOLE IN ROCK, 18 IN. | | |
0074 702-51005 16.200 CYS | 565.00000 9153.00| 565.00000 9153.00|
CONCRETE, A, SUBSTRUCTURE | | |
0075 702-51015 4.000 CYS | 900.00000 3600.00| 900.00000 3600.00|
CONCRETE, B, FOOTINGS | | |
0076 702-90915 6.700 CYS | 1850.00000 12395.00| 800.00000 5360.00|
CONCRETE, A | | |
0077 703-06028 624.000 LBS | 1.35000 842.40| 1.00000 624.00|
REINFORCING BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -15
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 703-51030 1664.000 LBS | 1.40000 2329.60| 1.24000 2063.36|
REINFORCING STEEL | | |
0079 703-51032 55598.000 LBS | 1.64000 91180.72| 1.45000 80617.10|
REINFORCING STEEL, EPOXY COATED | | |
0080 704-51002 203.900 CYS | 585.00000 119281.50| 585.00000 119281.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0081 706-06342 157.300 LFT | 190.73000 30001.83| 84.00000 13213.20|
RAILING, PS-1 | | |
0082 706-06353 4.000 EACH | 2615.00000 10460.00| 2615.00000 10460.00|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-1 | | |
0083 706-51020 8.600 CYS | 745.00000 6407.00| 745.00000 6407.00|
CONCRETE, C, RAILING | | |
0084 709-51821 LUMP | 3560.00000 3560.00| 4400.00000 4400.00|
SURFACE SEAL | | |
0085 714-04802 123.000 SYS | 99.00000 12177.00| 99.00000 12177.00|
CONCRETE MODULAR BLOCK WALL | | |
0086 715-05149 1381.000 LFT | 45.00000 62145.00| 41.00000 56621.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 502.000 LFT | 52.00000 26104.00| 43.00000 21586.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05151 289.000 LFT | 52.00000 15028.00| 48.00000 13872.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. , | | |
MODIFIED | | |
0089 715-05152 261.000 LFT | 65.00000 16965.00| 46.00000 12006.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05152 155.000 LFT | 65.00000 10075.00| 61.00000 9455.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. , | | |
MODIFIED | | |
0091 715-05153 345.000 LFT | 70.00000 24150.00| 48.00000 16560.00|
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0092 715-05154 164.000 LFT | 75.00000 12300.00| 63.00000 10332.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0093 715-05154 100.000 LFT | 75.00000 7500.00| 51.00000 5100.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. , | | |
MODIFIED | | |
0094 715-05162 29.000 LFT | 155.00000 4495.00| 101.00000 2929.00|
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0095 715-09064 3226.000 LFT | 1.10000 3548.60| 1.10000 3548.60|
VIDEO INSPECTION FOR PIPE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -16
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 715-46010 1.000 EACH | 585.00000 585.00| 260.00000 260.00|
PIPE END SECTION, 18 IN. | | |
0097 720-09487 1.000 EACH | 1000.00000 1000.00| 400.00000 400.00|
CASTING, 8, ADJUST TO GRADE | | |
0098 720-44000 4.000 EACH | 345.00000 1380.00| 150.00000 600.00|
CASTING, ADJUST TO GRADE | | |
0099 720-45410 15.000 EACH | 3200.00000 48000.00| 2750.00000 41250.00|
MANHOLE, C4 | | |
0100 720-45416 1.000 EACH | 6700.00000 6700.00| 5250.00000 5250.00|
MANHOLE, E4 | | |
0101 720-45605 15.000 LFT | 370.00000 5550.00| 175.00000 2625.00|
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0102 720-45615 5.000 LFT | 400.00000 2000.00| 150.00000 750.00|
STRUCTURE, INLET, RECONSTRUCT | | |
0103 720-90349 2.000 EACH | 3300.00000 6600.00| 3000.00000 6000.00|
MANHOLE, C8 | | |
0104 720-93409 10.000 EACH | 3200.00000 32000.00| 3450.00000 34500.00|
INLET, B15, MODIFIED | | |
0105 720-96129 7.000 EACH | 500.00000 3500.00| 350.00000 2450.00|
CASTING, 4, ADJUST TO GRADE | | |
0106 720-98174 26.000 EACH | 3500.00000 91000.00| 3250.00000 84500.00|
INLET, B15 | | |
0107 720-98555 2.000 EACH | 3000.00000 6000.00| 3250.00000 6500.00|
INLET, C15 | | |
0108 720-98625 6.000 EACH | 4000.00000 24000.00| 4750.00000 28500.00|
MANHOLE, C4, DROP | | |
0109 801-01504 30.000 EACH | 45.00000 1350.00| 45.00000 1350.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0110 801-01505 20.000 EACH | 65.00000 1300.00| 65.00000 1300.00|
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
0111 801-03290 3.000 EACH | 199.00000 597.00| 199.00000 597.00|
CONSTRUCTION SIGN, C | | |
0112 801-03291 4.000 EACH | 55.00000 220.00| 55.00000 220.00|
CONSTRUCTION SIGN, D | | |
0113 801-04308 3.000 EACH | 325.00000 975.00| 325.00000 975.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06203 31956.000 LFT | 0.33000 10545.48| 0.33000 10545.48|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -17
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06207 13000.000 LFT | 1.05000 13650.00| 1.05000 13650.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0116 801-06211 21.000 EACH | 110.00000 2310.00| 110.00000 2310.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0117 801-06216 316.000 LFT | 2.25000 711.00| 2.25000 711.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0118 801-06218 225.000 LFT | 5.10000 1147.50| 5.10000 1147.50|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0119 801-06625 18.000 EACH | 94.00000 1692.00| 94.00000 1692.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0120 801-06640 50.000 EACH | 149.00000 7450.00| 149.00000 7450.00|
CONSTRUCTION SIGN, A | | |
0121 801-06775 LUMP | 100000.00000 100000.00| 129000.00000 129000.00|
MAINTAINING TRAFFIC | | |
0122 801-07118 456.000 LFT | 9.00000 4104.00| 9.00000 4104.00|
BARRICADE, III-A | | |
0123 801-92448 500.000 DAY | 1.50000 750.00| 1.50000 750.00|
CONSTRUCTION SIGNS, MOBILE | | |
0124 801-94295 7.000 EACH | 300.00000 2100.00| 220.00000 1540.00|
SIGNAL HEAD, RELOCATE | | |
0125 802-05704 613.000 LFT | 15.00000 9195.00| 10.00000 6130.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0126 802-07060 31.000 EACH | 40.00000 1240.00| 150.00000 4650.00|
SIGN, SHEET, RELOCATE | | |
0127 802-76025 124.250 SFT | 22.00000 2733.50| 12.80000 1590.40|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76035 9.000 SFT | 23.00000 207.00| 13.50000 121.50|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0129 805-01815 1.000 EACH | 3500.00000 3500.00| 1800.00000 1800.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0130 805-01842 2.000 EACH | 1100.00000 2200.00| 900.00000 1800.00|
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -18
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 805-01844 250.000 LFT | 16.00000 4000.00| 13.50000 3375.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0132 805-02503 6284.000 LFT | 0.75000 4713.00| 0.15000 942.60|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0133 805-78205 3.000 EACH | 800.00000 2400.00| 880.00000 2640.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0134 805-78230 1.000 EACH | 1100.00000 1100.00| 1400.00000 1400.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0135 805-78415 2.000 EACH | 2000.00000 4000.00| 1400.00000 2800.00|
SPAN, CATENARY, AND TETHER | | |
0136 805-78420 2.000 EACH | 325.00000 650.00| 300.00000 600.00|
DISCONNECT HANGER | | |
0137 805-78470 4000.000 LFT | 0.75000 3000.00| 0.15000 600.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0138 805-78485 108.000 LFT | 1.75000 189.00| 1.60000 172.80|
SIGNAL CABLE, 5C 14GA. | | |
0139 805-78490 520.000 LFT | 1.85000 962.00| 1.90000 988.00|
SIGNAL CABLE, 7C 14GA. | | |
0140 805-78510 683.000 LFT | 0.85000 580.55| 1.60000 1092.80|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0141 805-78785 13.000 EACH | 1000.00000 13000.00| 650.00000 8450.00|
SIGNAL DETECTOR HOUSING | | |
0142 805-78795 2198.000 LFT | 9.50000 20881.00| 9.00000 19782.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0143 805-81032 1.000 EACH | 4500.00000 4500.00| 4000.00000 4000.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0144 808-03632 222.000 LFT | 2.70000 599.40| 2.70000 599.40|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0145 808-04896 56.000 LFT | 2.70000 151.20| 2.70000 151.20|
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0146 808-06701 855.000 LFT | 0.35000 299.25| 0.35000 299.25|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0147 808-06703 5041.000 LFT | 0.35000 1764.35| 0.35000 1764.35|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0148 808-75043 498.000 LFT | 0.89000 443.22| 0.89000 443.22|
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 210 -19
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 210 CONTRACT ID : R -28978-A COUNTIES : WABASH
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( )
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 808-75240 2187.000 LFT | 0.35000 765.45| 0.35000 765.45|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0150 808-75245 12851.000 LFT | 0.35000 4497.85| 0.35000 4497.85|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0151 808-75297 333.000 LFT | 3.56000 1185.48| 3.56000 1185.48|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0152 808-75320 37.000 EACH | 56.00000 2072.00| 56.00000 2072.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0153 808-75996 130.000 EACH | 15.30000 1989.00| 4.40000 572.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0154 808-75998 230.000 EACH | 18.00000 4140.00| 21.41000 4924.30|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0155 609-06259 234.800 SYS | 100.00000 23480.00| 100.00000 23480.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0156 108-01614 LUMP | 25000.00000 25000.00| 13000.00000 13000.00|
PARTNERING OVERHEAD | | |
0157 732-08421 123.000 SYS | 50.00000 6150.00| 50.00000 6150.00|
MODULAR BLOCK WALL ERECTION | | |
0158 621-01004 1.000 EACH | 275.00000 275.00| 275.00000 275.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0159 610-07487 619.000 TON | 88.35000 54688.65| 85.00000 52615.00|
HMA FOR APPROACHES, TYPE B , QC/QA | | |
SECTION TOTALS | $ 2,977,352.48| $ 3,098,581.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,977,352.48| $ 3,098,581.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -1
VENDOR RANKING
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/13/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4838010
4005005
4005005
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 4,123,716.77 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,269,378.78 103.5323%
3 35-1128289 BEATY CONSTRUCTION INC $ 4,372,832.15 106.0410%
4 35-1374866 PRIMCO INC $ 4,408,292.02 106.9009%
5 35-1145884 L I C A CONSTRUCTION $ 4,599,355.97 111.5342%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -2
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 30000.00000 30000.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 100.00000 400.00| 80.00000 320.00| 220.00000 880.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 48.000 MOS | 80.00000 3840.00| 36.00000 1728.00| 135.00000 6480.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 186000.00000 186000.00| 213000.00000 213000.00| 209750.00000 209750.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 22000.00000 22000.00| 41000.00000 41000.00| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0013 202-02241 196.000 m | 11.00000 2156.00| 11.00000 2156.00| 12.00000 2352.00
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 5000.00000 5000.00| 35000.00000 35000.00| 16000.00000 16000.00
PRESENT STRUCTURE, REMOVE , STR NO 1 | | |
0015 202-51330 LUMP | 5000.00000 5000.00| 20000.00000 20000.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE , STR NO 2 | | |
0016 202-74045 112.000 EACH | 32.00000 3584.00| 32.00000 3584.00| 35.00000 3920.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0017 202-96133 130.800 m | 87.34000 11424.07| 80.00000 10464.00| 135.00000 17658.00
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -3
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-99187 387.000 m | 9.89000 3827.43| 9.00000 3483.00| 9.75000 3773.25
FENCE, FARM FIELD, REMOVE | | |
0019 203-02000 20443.000 m3 | 15.66000 320137.38| 12.00000 245316.00| 10.10000 206474.30
EXCAVATION, COMMON | | |
0020 203-02020 145.400 m3 | 18.28000 2657.91| 23.00000 3344.20| 13.25000 1926.55
EXCAVATION, UNCLASSIFIED | | |
0021 203-02070 100.000 m3 | 49.03000 4903.00| 30.00000 3000.00| 21.50000 2150.00
BORROW | | |
0022 203-51223 971.000 m3 | 14.00000 13594.00| 20.00000 19420.00| 14.25000 13836.75
EXCAVATION, WATERWAY | | |
0023 205-06931 604.000 Mg | 46.17000 27886.68| 55.00000 33220.00| 105.00000 63420.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06937 430.000 m | 12.23000 5258.90| 5.34000 2296.20| 5.75000 2472.50
TEMPORARY SILT FENCE | | |
0025 207-08263 28201.000 m2 | 16.00000 451216.00| 6.50000 183306.50| 5.20000 146645.20
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 988.000 m2 | 9.89000 9771.32| 12.00000 11856.00| 14.50000 14326.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 470.000 m3 | 118.93000 55897.10| 18.00000 8460.00| 39.00000 18330.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 2133.000 m3 | 58.00000 123714.00| 44.00000 93852.00| 58.00000 123714.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 176.000 m3 | 100.00000 17600.00| 105.00000 18480.00| 125.00000 22000.00
STRUCTURE BACKFILL, TYPE 5 | | |
0030 213-09269 109.500 m3 | 151.93000 16636.34| 105.00000 11497.50| 120.00000 13140.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0031 301-07448 3382.000 Mg | 30.00000 101460.00| 25.00000 84550.00| 23.00000 77786.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 302-07455 34.000 m3 | 88.00000 2992.00| 85.00000 2890.00| 89.00000 3026.00
DENSE GRADED SUBBASE | | |
0033 304-07494 2214.000 Mg | 76.00000 168264.00| 63.00000 139482.00| 83.25000 184315.50
WIDENING WITH HMA, TYPE C | | |
0034 306-08036 3990.000 m2 | 5.00000 19950.00| 3.00000 11970.00| 8.00000 31920.00
MILLING, ASPHALT, 50 mm | | |
0035 306-08043 300.000 m2 | 5.00000 1500.00| 3.50000 1050.00| 10.50000 3150.00
MILLING, TRANSITION | | |
0036 401-06264 LUMP | 6000.00000 6000.00| 1000.00000 1000.00| 6500.00000 6500.00
PROFILOGRAPH, HMA | | |
0037 401-07320 1120.000 Mg | 49.00000 54880.00| 85.00000 95200.00| 53.50000 59920.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -4
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 401-07321 185.000 Mg | 0.01000 1.85| 0.01000 1.85| 0.01000 1.85
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0039 401-07334 3591.000 Mg | 54.00000 193914.00| 92.00000 330372.00| 59.25000 212766.75
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0040 401-07390 308.000 Mg | 0.01000 3.08| 0.01000 3.08| 0.01000 3.08
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0041 401-07403 10553.000 Mg | 57.00000 601521.00| 57.00000 601521.00| 62.50000 659562.50
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 3350.000 Mg | 65.00000 217750.00| 66.00000 221100.00| 71.25000 238687.50
QC/QA-HMA, 1, 64, BASE, 25.0 MM | | |
0043 401-07407 985.000 Mg | 0.01000 9.85| 0.01000 9.85| 0.01000 9.85
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0044 401-07408 6913.000 Mg | 55.00000 380215.00| 65.00000 449345.00| 60.25000 416508.25
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0045 406-05520 33.200 Mg | 10.00000 332.00| 100.00000 3320.00| 11.00000 365.20
ASPHALT FOR TACK COAT | | |
0046 601-01522 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| 2200.00000 8800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0047 601-01839 5.000 EACH | 1700.00000 8500.00| 1700.00000 8500.00| 1865.00000 9325.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0048 601-06854 4.000 EACH | 3060.00000 12240.00| 3060.00000 12240.00| 3350.00000 13400.00
GUARDRAIL, W-BEAM, NESTED | | |
0049 601-06856 12.000 EACH | 225.00000 2700.00| 225.00000 2700.00| 240.00000 2880.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0050 601-94689 19.000 EACH | 2425.00000 46075.00| 2425.00000 46075.00| 2600.00000 49400.00
GUARDRAIL END TREATMENT, OS | | |
0051 601-99105 887.730 m | 56.05000 49757.27| 56.05000 49757.27| 61.50000 54595.40
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0052 602-06729 6.000 EACH | 10.00000 60.00| 14.00000 84.00| 5.75000 34.50
BARRIER DELINEATOR | | |
0053 609-06259 228.000 m2 | 118.00000 26904.00| 115.00000 26220.00| 120.00000 27360.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
0054 610-07487 288.000 Mg | 145.00000 41760.00| 100.00000 28800.00| 159.00000 45792.00
HMA FOR APPROACHES, TYPE B | | |
0055 611-06497 13.000 EACH | 165.00000 2145.00| 165.00000 2145.00| 180.00000 2340.00
MAILBOX ASSEMBLY, SINGLE | | |
0056 611-06498 1.000 EACH | 210.00000 210.00| 210.00000 210.00| 230.00000 230.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -5
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 615-06490 89.000 EACH | 123.00000 10947.00| 123.00000 10947.00| 135.00000 12015.00
RIGHT OF WAY MARKER | | |
0058 615-06505 25.000 EACH | 525.00000 13125.00| 525.00000 13125.00| 575.00000 14375.00
MONUMENT, B | | |
0059 615-06527 3.000 EACH | 525.00000 1575.00| 525.00000 1575.00| 575.00000 1725.00
MONUMENT, SECTION CORNER | | |
0060 616-02320 4190.000 m2 | 3.69000 15461.10| 2.00000 8380.00| 3.00000 12570.00
GEOTEXTILES | | |
0061 616-06405 1544.000 Mg | 28.47000 43957.68| 34.00000 52496.00| 25.00000 38600.00
RIPRAP, REVETMENT | | |
0062 621-06545 5.800 Mg | 1713.00000 9935.40| 1713.00000 9935.40| 1800.00000 10440.00
FERTILIZER | | |
0063 621-06553 1224.000 kg | 5.85000 7160.40| 5.85000 7160.40| 6.50000 7956.00
SEED MIXTURE, R | | |
0064 621-06565 29.000 Mg | 369.00000 10701.00| 369.00000 10701.00| 430.00000 12470.00
MULCHING MATERIAL | | |
0065 621-06575 3741.000 m2 | 3.18000 11896.38| 3.18000 11896.38| 4.90000 18330.90
SODDING, NURSERY | | |
0066 628-09402 12.000 MOS | 2000.00000 24000.00| 1800.00000 21600.00| 2000.00000 24000.00
FIELD OFFICE, B | | |
0067 628-09407 36.000 MOS | 636.00000 22896.00| 250.00000 9000.00| 290.00000 10440.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0068 701-51195 316.000 m | 175.00000 55300.00| 190.00000 60040.00| 175.00000 55300.00
PILE, STEEL H, HP 310mm X 79 | | |
0069 701-91792 28.000 EACH | 127.00000 3556.00| 129.00000 3612.00| 125.00000 3500.00
PILE TIP, STEEL H | | |
0070 701-97874 55.000 m | 435.00000 23925.00| 530.00000 29150.00| 435.00000 23925.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 310 X 79 | | |
0071 702-04433 26.000 EACH | 44.00000 1144.00| 45.00000 1170.00| 44.50000 1157.00
FLOOR DRAIN, PVC, 150 mm | | |
0072 702-92857 19.500 m3 | 710.00000 13845.00| 700.00000 13650.00| 750.00000 14625.00
CONCRETE, C, SUBSTRUCTURE | | |
0073 703-51032 28307.000 kg | 2.00000 56614.00| 2.95000 83505.65| 1.90000 53783.30
REINFORCING STEEL, EPOXY COATED | | |
0074 704-51002 157.200 m3 | 710.00000 111612.00| 650.00000 102180.00| 750.00000 117900.00
CONCRETE, C, SUPERSTRUCTURE | | |
0075 706-05732 4.000 EACH | 1700.00000 6800.00| 1650.00000 6600.00| 1750.00000 7000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -6
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 706-51020 11.000 m3 | 805.00000 8855.00| 850.00000 9350.00| 840.00000 9240.00
CONCRETE, C, RAILING | | |
0077 709-51821 LUMP | 3290.00000 3290.00| 3300.00000 3300.00| 3600.00000 3600.00
SURFACE SEAL | | |
0078 714-02544 38.400 EACH | 300.00000 11520.00| 1010.00000 38784.00| 320.00000 12288.00
WINGWALL, PRECAST CONCRETE | | |
0079 714-04875 23.500 m | 1100.00000 25850.00| 1500.00000 35250.00| 3200.00000 75200.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, , 3300 mm X 900 mm | | |
0080 714-04875 52.000 m | 1200.00000 62400.00| 3000.00000 156000.00| 4275.00000 222300.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, . 4500 mm X 1200 mm | | |
0081 714-07773 22.000 m | 1000.00000 22000.00| 2000.00000 44000.00| 2600.00000 57200.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm X 900 mm | | |
0082 715-03475 25.000 EACH | 346.36000 8659.00| 450.00000 11250.00| 560.00000 14000.00
SAFETY METAL END SECTION, 4:1, 375 mm | | |
0083 715-05019 77.500 m | 219.50000 17011.25| 220.00000 17050.00| 210.00000 16275.00
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0084 715-05169 375.000 m | 98.75000 37031.25| 100.00000 37500.00| 115.00000 43125.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0085 715-05175 25.500 m | 189.49000 4832.00| 150.00000 3825.00| 185.00000 4717.50
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0086 715-07071 1.000 EACH | 1790.00000 1790.00| 1230.00000 1230.00| 1900.00000 1900.00
SAFETY METAL END SECTION, 4:1, 750 mm | | |
0087 715-08305 16.700 Mg | 90.00000 1503.00| 125.00000 2087.50| 98.00000 1636.60
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0088 715-26732 8.000 EACH | 3200.00000 25600.00| 2500.00000 20000.00| 6175.00000 49400.00
GRATED BOX END SECTION, II, 4:1, 900 mm | | |
0089 715-46005 25.000 EACH | 315.00000 7875.00| 240.00000 6000.00| 230.00000 5750.00
PIPE END SECTION, 375 mm | | |
0090 715-46030 1.000 EACH | 924.00000 924.00| 468.00000 468.00| 635.00000 635.00
PIPE END SECTION, 750 mm | | |
0091 715-46040 4.000 EACH | 1232.00000 4928.00| 500.00000 2000.00| 650.00000 2600.00
PIPE END SECTION, 900 mm | | |
0092 723-06927 42.500 m | 3200.00000 136000.00| 5500.00000 233750.00| 6800.00000 289000.00
STRUCTURE, PRECAST THREE-SIDED, , | | |
REINFORCED CONCRETE, 4800 mm X 1800 mm | | |
0093 801-03290 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 180.00000 360.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -7
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 801-06625 46.000 EACH | 84.00000 3864.00| 84.00000 3864.00| 92.00000 4232.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 19.000 EACH | 122.00000 2318.00| 122.00000 2318.00| 132.00000 2508.00
CONSTRUCTION SIGN, A | | |
0096 801-06775 LUMP | 1800.00000 1800.00| 26680.21000 26680.21| 17000.00000 17000.00
MAINTAINING TRAFFIC | | |
0097 801-07118 131.760 m | 26.24000 3457.38| 26.24000 3457.38| 28.75000 3788.10
BARRICADE, III-A | | |
0098 802-05701 178.000 m | 45.50000 8099.00| 45.50000 8099.00| 50.00000 8900.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0099 802-05702 50.000 m | 25.60000 1280.00| 25.60000 1280.00| 28.00000 1400.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0100 802-76025 2.000 m2 | 215.00000 430.00| 215.00000 430.00| 235.00000 470.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0101 802-76035 6.000 m2 | 200.00000 1200.00| 200.00000 1200.00| 220.00000 1320.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0102 802-76045 3.000 m2 | 193.00000 579.00| 193.00000 579.00| 210.00000 630.00
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0103 802-76055 13.000 m | 31.00000 403.00| 31.00000 403.00| 34.00000 442.00
SIGN POST, A | | |
0104 802-99058 100.000 EACH | 45.00000 4500.00| 45.00000 4500.00| 49.00000 4900.00
SHEET SIGN, INSTALL | | |
0105 808-06706 55.000 m | 0.98000 53.90| 0.98000 53.90| 1.05000 57.75
LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | |
mm | | |
0106 808-06713 10333.000 m | 0.12500 1291.63| 0.13000 1343.29| 0.14000 1446.62
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0107 808-75240 1907.000 m | 0.98000 1868.86| 0.98000 1868.86| 1.05000 2002.35
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0108 808-75245 6382.000 m | 0.98000 6254.36| 0.98000 6254.36| 1.05000 6701.10
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0109 808-75998 220.000 EACH | 18.25000 4015.00| 18.25000 4015.00| 20.00000 4400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -8
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1128289
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 1125.00000 4500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0111 808-75996 200.000 EACH | 3.99000 798.00| 3.99000 798.00| 4.30000 860.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 4,123,716.77| $ 4,269,378.78| $ 4,372,832.15
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,123,716.77| $ 4,269,378.78| $ 4,372,832.15
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -9
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 45008.00000 45008.00| 61000.00000 61000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 285.00000 1140.00| 600.00000 2400.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 48.000 MOS | 95.00000 4560.00| 80.00000 3840.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 220414.60000 220414.60| 200845.00000 200845.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 55000.00000 55000.00| 25189.00000 25189.00|
CLEARING RIGHT OF WAY | | |
0013 202-02241 196.000 m | 11.00000 2156.00| 11.00000 2156.00|
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 28510.15000 28510.15| 16425.00000 16425.00|
PRESENT STRUCTURE, REMOVE , STR NO 1 | | |
0015 202-51330 LUMP | 74304.80000 74304.80| 15000.00000 15000.00|
PRESENT STRUCTURE, REMOVE , STR NO 2 | | |
0016 202-74045 112.000 EACH | 32.00000 3584.00| 32.00000 3584.00|
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0017 202-96133 130.800 m | 150.00000 19620.00| 81.34000 10639.27|
PIPE, REMOVE | | |
0018 202-99187 387.000 m | 9.00000 3483.00| 9.39000 3633.93|
FENCE, FARM FIELD, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -10
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 20443.000 m3 | 20.00000 408860.00| 16.12000 329541.16|
EXCAVATION, COMMON | | |
0020 203-02020 145.400 m3 | 35.00000 5089.00| 145.40000 21141.16|
EXCAVATION, UNCLASSIFIED | | |
0021 203-02070 100.000 m3 | 20.00000 2000.00| 47.03000 4703.00|
BORROW | | |
0022 203-51223 971.000 m3 | 25.00000 24275.00| 24.34000 23634.14|
EXCAVATION, WATERWAY | | |
0023 205-06931 604.000 Mg | 55.00000 33220.00| 44.07000 26618.28|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06937 430.000 m | 7.14000 3070.20| 6.00000 2580.00|
TEMPORARY SILT FENCE | | |
0025 207-08263 28201.000 m2 | 6.81000 192048.81| 9.05000 255219.05|
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 988.000 m2 | 24.00000 23712.00| 9.40000 9287.20|
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 470.000 m3 | 41.00000 19270.00| 119.93000 56367.10|
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 2133.000 m3 | 48.00000 102384.00| 58.00000 123714.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 176.000 m3 | 90.00000 15840.00| 140.27000 24687.52|
STRUCTURE BACKFILL, TYPE 5 | | |
0030 213-09269 109.500 m3 | 178.42000 19536.99| 190.00000 20805.00|
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0031 301-07448 3382.000 Mg | 21.00000 71022.00| 36.59000 123747.38|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 302-07455 34.000 m3 | 110.00000 3740.00| 88.00000 2992.00|
DENSE GRADED SUBBASE | | |
0033 304-07494 2214.000 Mg | 76.00000 168264.00| 54.81000 121349.34|
WIDENING WITH HMA, TYPE C | | |
0034 306-08036 3990.000 m2 | 5.00000 19950.00| 6.44000 25695.60|
MILLING, ASPHALT, 50 mm | | |
0035 306-08043 300.000 m2 | 5.00000 1500.00| 6.44000 1932.00|
MILLING, TRANSITION | | |
0036 401-06264 LUMP | 6000.00000 6000.00| 4000.00000 4000.00|
PROFILOGRAPH, HMA | | |
0037 401-07320 1120.000 Mg | 49.00000 54880.00| 76.65000 85848.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0038 401-07321 185.000 Mg | 0.01000 1.85| 1.00000 185.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -11
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-07334 3591.000 Mg | 54.00000 193914.00| 74.06000 265949.46|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0040 401-07390 308.000 Mg | 0.01000 3.08| 1.00000 308.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0041 401-07403 10553.000 Mg | 57.00000 601521.00| 59.85000 631597.05|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 3350.000 Mg | 65.00000 217750.00| 53.80000 180230.00|
QC/QA-HMA, 1, 64, BASE, 25.0 MM | | |
0043 401-07407 985.000 Mg | 0.01000 9.85| 1.00000 985.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0044 401-07408 6913.000 Mg | 55.00000 380215.00| 53.54000 370122.02|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0045 406-05520 33.200 Mg | 10.00000 332.00| 480.00000 15936.00|
ASPHALT FOR TACK COAT | | |
0046 601-01522 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0047 601-01839 5.000 EACH | 1700.00000 8500.00| 1700.00000 8500.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0048 601-06854 4.000 EACH | 3060.00000 12240.00| 3060.00000 12240.00|
GUARDRAIL, W-BEAM, NESTED | | |
0049 601-06856 12.000 EACH | 225.00000 2700.00| 225.00000 2700.00|
MODIFIED POSTS, NESTED GUARDRAIL | | |
0050 601-94689 19.000 EACH | 2425.00000 46075.00| 2425.00000 46075.00|
GUARDRAIL END TREATMENT, OS | | |
0051 601-99105 887.730 m | 56.05000 49757.27| 56.05000 49757.27|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0052 602-06729 6.000 EACH | 11.65000 69.90| 150.00000 900.00|
BARRIER DELINEATOR | | |
0053 609-06259 228.000 m2 | 110.00000 25080.00| 118.00000 26904.00|
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
0054 610-07487 288.000 Mg | 145.00000 41760.00| 79.26000 22826.88|
HMA FOR APPROACHES, TYPE B | | |
0055 611-06497 13.000 EACH | 195.00000 2535.00| 165.00000 2145.00|
MAILBOX ASSEMBLY, SINGLE | | |
0056 611-06498 1.000 EACH | 248.00000 248.00| 210.00000 210.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0057 615-06490 89.000 EACH | 123.00000 10947.00| 123.00000 10947.00|
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -12
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 615-06505 25.000 EACH | 525.00000 13125.00| 525.00000 13125.00|
MONUMENT, B | | |
0059 615-06527 3.000 EACH | 525.00000 1575.00| 525.00000 1575.00|
MONUMENT, SECTION CORNER | | |
0060 616-02320 4190.000 m2 | 2.00000 8380.00| 3.35000 14036.50|
GEOTEXTILES | | |
0061 616-06405 1544.000 Mg | 23.00000 35512.00| 28.94000 44683.36|
RIPRAP, REVETMENT | | |
0062 621-06545 5.800 Mg | 1713.00000 9935.40| 1713.00000 9935.40|
FERTILIZER | | |
0063 621-06553 1224.000 kg | 5.85000 7160.40| 5.85000 7160.40|
SEED MIXTURE, R | | |
0064 621-06565 29.000 Mg | 369.00000 10701.00| 369.00000 10701.00|
MULCHING MATERIAL | | |
0065 621-06575 3741.000 m2 | 5.58000 20874.78| 3.18000 11896.38|
SODDING, NURSERY | | |
0066 628-09402 12.000 MOS | 2200.00000 26400.00| 1808.00000 21696.00|
FIELD OFFICE, B | | |
0067 628-09407 36.000 MOS | 375.00000 13500.00| 231.00000 8316.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0068 701-51195 316.000 m | 145.00000 45820.00| 175.00000 55300.00|
PILE, STEEL H, HP 310mm X 79 | | |
0069 701-91792 28.000 EACH | 130.00000 3640.00| 127.00000 3556.00|
PILE TIP, STEEL H | | |
0070 701-97874 55.000 m | 350.00000 19250.00| 435.00000 23925.00|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 310 X 79 | | |
0071 702-04433 26.000 EACH | 50.00000 1300.00| 44.00000 1144.00|
FLOOR DRAIN, PVC, 150 mm | | |
0072 702-92857 19.500 m3 | 600.00000 11700.00| 710.00000 13845.00|
CONCRETE, C, SUBSTRUCTURE | | |
0073 703-51032 28307.000 kg | 2.25000 63690.75| 2.00000 56614.00|
REINFORCING STEEL, EPOXY COATED | | |
0074 704-51002 157.200 m3 | 625.00000 98250.00| 710.00000 111612.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0075 706-05732 4.000 EACH | 1200.00000 4800.00| 1700.00000 6800.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0076 706-51020 11.000 m3 | 1000.00000 11000.00| 805.00000 8855.00|
CONCRETE, C, RAILING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -13
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 709-51821 LUMP | 3000.00000 3000.00| 3290.00000 3290.00|
SURFACE SEAL | | |
0078 714-02544 38.400 EACH | 1000.00000 38400.00| 300.00000 11520.00|
WINGWALL, PRECAST CONCRETE | | |
0079 714-04875 23.500 m | 3000.00000 70500.00| 3200.00000 75200.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, , 3300 mm X 900 mm | | |
0080 714-04875 52.000 m | 3400.00000 176800.00| 4275.00000 222300.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, . 4500 mm X 1200 mm | | |
0081 714-07773 22.000 m | 2200.00000 48400.00| 2620.00000 57640.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm X 900 mm | | |
0082 715-03475 25.000 EACH | 485.00000 12125.00| 336.36000 8409.00|
SAFETY METAL END SECTION, 4:1, 375 mm | | |
0083 715-05019 77.500 m | 290.00000 22475.00| 209.50000 16236.25|
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0084 715-05169 375.000 m | 110.00000 41250.00| 95.75000 35906.25|
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0085 715-05175 25.500 m | 200.00000 5100.00| 179.29000 4571.90|
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0086 715-07071 1.000 EACH | 1500.00000 1500.00| 1590.00000 1590.00|
SAFETY METAL END SECTION, 4:1, 750 mm | | |
0087 715-08305 16.700 Mg | 90.00000 1503.00| 227.34000 3796.58|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0088 715-26732 8.000 EACH | 7000.00000 56000.00| 6275.00000 50200.00|
GRATED BOX END SECTION, II, 4:1, 900 mm | | |
0089 715-46005 25.000 EACH | 330.00000 8250.00| 290.72000 7268.00|
PIPE END SECTION, 375 mm | | |
0090 715-46030 1.000 EACH | 680.00000 680.00| 884.35000 884.35|
PIPE END SECTION, 750 mm | | |
0091 715-46040 4.000 EACH | 1000.00000 4000.00| 1132.75000 4531.00|
PIPE END SECTION, 900 mm | | |
0092 723-06927 42.500 m | 5100.00000 216750.00| 6900.00000 293250.00|
STRUCTURE, PRECAST THREE-SIDED, , | | |
REINFORCED CONCRETE, 4800 mm X 1800 mm | | |
0093 801-03290 2.000 EACH | 165.00000 330.00| 165.00000 330.00|
CONSTRUCTION SIGN, C | | |
0094 801-06625 46.000 EACH | 84.00000 3864.00| 84.00000 3864.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -14
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 801-06640 19.000 EACH | 122.00000 2318.00| 122.00000 2318.00|
CONSTRUCTION SIGN, A | | |
0096 801-06775 LUMP | 18042.40000 18042.40| 69885.00000 69885.00|
MAINTAINING TRAFFIC | | |
0097 801-07118 131.760 m | 26.24000 3457.38| 26.24000 3457.38|
BARRICADE, III-A | | |
0098 802-05701 178.000 m | 45.50000 8099.00| 45.50000 8099.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0099 802-05702 50.000 m | 25.60000 1280.00| 25.60000 1280.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0100 802-76025 2.000 m2 | 215.00000 430.00| 215.00000 430.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0101 802-76035 6.000 m2 | 200.00000 1200.00| 200.00000 1200.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0102 802-76045 3.000 m2 | 193.00000 579.00| 193.00000 579.00|
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0103 802-76055 13.000 m | 31.00000 403.00| 31.00000 403.00|
SIGN POST, A | | |
0104 802-99058 100.000 EACH | 45.00000 4500.00| 45.00000 4500.00|
SHEET SIGN, INSTALL | | |
0105 808-06706 55.000 m | 0.98000 53.90| 0.98000 53.90|
LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | |
mm | | |
0106 808-06713 10333.000 m | 0.13000 1343.29| 0.13000 1343.29|
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0107 808-75240 1907.000 m | 0.98000 1868.86| 0.98000 1868.86|
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0108 808-75245 6382.000 m | 0.98000 6254.36| 0.98000 6254.36|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0109 808-75998 220.000 EACH | 18.25000 4015.00| 20.10000 4422.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0110 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 220 -15
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 220 CONTRACT ID : R -28979-A COUNTIES : BLACKFORD JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1145884 |( )
|PRIMCO INC |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 808-75996 200.000 EACH | 3.99000 798.00| 3.00000 600.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 4,408,292.02| $ 4,599,355.97| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,408,292.02| $ 4,599,355.97| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 07/19/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2499009
0300304
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1145884 L I C A CONSTRUCTION $ 724,100.10 100.0000%
2 35-1374866 PRIMCO INC $ 774,841.24 107.0075%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 846,930.00 116.9631%
4 35-1139301 E & B PAVING INC $ 859,869.00 118.7500%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -2
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 9800.00000 9800.00| 15680.00000 15680.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 150.00000 150.00| 350.00000 350.00| 80.00000 80.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 50.00000 450.00| 60.00000 540.00| 36.00000 324.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 36601.00000 36601.00| 38743.83000 38743.83| 42000.00000 42000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 4517.99000 4517.99| 15501.80000 15501.80| 16900.00000 16900.00
CLEARING RIGHT OF WAY | | |
0013 202-01300 4.000 EACH | 500.00000 2000.00| 1.00000 4.00| 500.00000 2000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02286 1.000 EACH | 6558.09000 6558.09| 5345.00000 5345.00| 5000.00000 5000.00
PRESENT STRUCTURE, REMOVE | | |
0015 202-02637 197.000 LFT | 28.00000 5516.00| 11.42000 2249.74| 13.00000 2561.00
PIPE, ABANDON AND GROUT FILL | | |
0016 202-04089 13.000 EACH | 50.00000 650.00| 125.00000 1625.00| 50.00000 650.00
SIGN, SHEET, REMOVE | | |
0017 203-02000 980.000 CYS | 19.09000 18708.20| 28.09000 27528.20| 23.00000 22540.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -3
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06931 7.000 TON | 40.00000 280.00| 38.70000 270.90| 41.00000 287.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06933 15.000 EACH | 85.00000 1275.00| 85.00000 1275.00| 60.00000 900.00
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06937 2715.000 LFT | 1.35000 3665.25| 2.26000 6135.90| 1.65000 4479.75
TEMPORARY SILT FENCE | | |
0021 207-08266 311.000 SYS | 11.05000 3436.55| 7.11000 2211.21| 11.00000 3421.00
SUBGRADE TREATMENT, TYPE III | | |
0022 207-08268 1898.000 SYS | 11.02000 20915.96| 13.87000 26325.26| 18.00000 34164.00
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 786.000 CYS | 15.95000 12536.70| 26.13000 20538.18| 25.00000 19650.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 20.500 CYS | 41.29000 846.45| 29.50000 604.75| 25.00000 512.50
STRUCTURE BACKFILL, TYPE 2 | | |
0025 301-07448 214.000 TON | 19.45000 4162.30| 24.50000 5243.00| 29.00000 6206.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 303-01180 180.000 TON | 18.91000 3403.80| 29.93000 5387.40| 29.00000 5220.00
COMPACTED AGGREGATE, NO. 53 | | |
0027 304-07492 335.000 TON | 61.00000 20435.00| 59.66000 19986.10| 78.00000 26130.00
WIDENING WITH HMA, TYPE A | | |
0028 306-08036 4200.000 SYS | 2.75000 11550.00| 3.10000 13020.00| 2.60000 10920.00
MILLING, ASPHALT, 2 IN. | | |
0029 306-08042 680.000 SYS | 2.80000 1904.00| 3.16000 2148.80| 2.60000 1768.00
MILLING, SCARIFICATION/PROFILE | | |
0030 306-08043 1010.000 SYS | 3.27000 3302.70| 3.69000 3726.90| 2.60000 2626.00
MILLING, TRANSITION | | |
0034 406-05520 3.330 TON | 350.00000 1165.50| 432.00000 1438.56| 100.00000 333.00
ASPHALT FOR TACK COAT | | |
0035 604-06070 500.000 SYS | 37.00000 18500.00| 37.50000 18750.00| 38.00000 19000.00
SIDEWALK, CONCRETE | | |
0036 604-07896 52.000 SYS | 175.00000 9100.00| 135.00000 7020.00| 100.00000 5200.00
CURB RAMP, CONCRETE, B | | |
0037 604-07902 1.500 SYS | 400.00000 600.00| 200.00000 300.00| 100.00000 150.00
CURB RAMP, CONCRETE, H | | |
0038 605-06125 95.000 LFT | 35.00000 3325.00| 25.00000 2375.00| 28.00000 2660.00
CURB, CONCRETE, MODIFIED | | |
0039 605-06140 1460.000 LFT | 15.00000 21900.00| 20.95000 30587.00| 14.00000 20440.00
CURB AND GUTTER, CONCRETE | | |
0040 610-07487 82.000 TON | 87.54000 7178.28| 92.59000 7592.38| 80.00000 6560.00
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -4
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 610-09108 311.000 SYS | 62.00000 19282.00| 49.75000 15472.25| 72.00000 22392.00
PCCP FOR APPROACHES, 9 IN. | | |
0042 615-06490 39.000 EACH | 140.00000 5460.00| 139.00000 5421.00| 139.00000 5421.00
RIGHT OF WAY MARKER | | |
0043 615-06500 6.000 EACH | 675.00000 4050.00| 675.00000 4050.00| 675.00000 4050.00
MONUMENT, A | | |
0044 616-02320 293.000 SYS | 3.06000 896.58| 3.60000 1054.80| 1.75000 512.75
GEOTEXTILES | | |
0045 616-06405 238.000 TON | 21.81000 5190.78| 33.70000 8020.60| 30.00000 7140.00
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 400.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 0.110 TON | 1695.00000 186.45| 1695.00000 186.45| 875.00000 96.25
FERTILIZER | | |
0048 621-06557 85.420 LBS | 5.80000 495.44| 5.80000 495.44| 6.25000 533.88
SEED MIXTURE, T | | |
0049 621-06565 2.140 TON | 450.00000 963.00| 450.00000 963.00| 630.00000 1348.20
MULCHING MATERIAL | | |
0050 621-06570 379.000 CYS | 25.00000 9475.00| 30.35000 11502.65| 28.00000 10612.00
TOP SOIL | | |
0051 621-06574 179.000 SYS | 3.35000 599.65| 3.35000 599.65| 3.50000 626.50
SODDING | | |
0052 621-06575 2726.000 SYS | 3.35000 9132.10| 3.35000 9132.10| 3.50000 9541.00
SODDING, NURSERY | | |
0053 628-09402 9.000 MOS | 1844.00000 16596.00| 2400.00000 21600.00| 1747.00000 15723.00
FIELD OFFICE, B | | |
0054 628-09407 9.000 MOS | 231.00000 2079.00| 325.00000 2925.00| 231.00000 2079.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 Additional | | |
0055 714-93641 69.000 LFT | 350.44000 24180.36| 327.67000 22609.23| 300.00000 20700.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 4 FT. X 3 FT. | | |
0056 715-03584 1.000 EACH | 910.30000 910.30| 535.00000 535.00| 500.00000 500.00
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0057 715-05019 69.000 LFT | 82.19000 5671.11| 79.48000 5484.12| 0.01000 0.69
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0058 715-05121 117.000 LFT | 49.52000 5793.84| 41.86000 4897.62| 65.00000 7605.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -5
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 715-05151 445.000 LFT | 48.95000 21782.75| 35.68000 15877.60| 60.00000 26700.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0060 715-05152 895.000 LFT | 37.02000 33132.90| 37.99000 34001.05| 65.00000 58175.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0061 715-05171 45.000 LFT | 61.27000 2757.15| 39.33000 1769.85| 65.00000 2925.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0062 715-08305 136.000 TON | 79.35000 10791.60| 85.26000 11595.36| 125.00000 17000.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0063 715-93910 1.000 EACH | 1781.96000 1781.96| 3700.00000 3700.00| 3300.00000 3300.00
WATER SERVICE LINE, ADJUST | | |
0064 720-44000 1.000 EACH | 400.00000 400.00| 510.00000 510.00| 200.00000 200.00
CASTING, ADJUST TO GRADE | | |
0065 720-45030 1.000 EACH | 1384.94000 1384.94| 1115.00000 1115.00| 1250.00000 1250.00
INLET, E7 | | |
0066 720-45205 5.000 EACH | 2771.26000 13856.30| 1725.00000 8625.00| 1250.00000 6250.00
CATCH BASIN, A2 | | |
0067 720-45235 2.000 EACH | 2415.04000 4830.08| 1375.00000 2750.00| 1250.00000 2500.00
CATCH BASIN, E7 | | |
0068 720-45410 5.000 EACH | 2494.16000 12470.80| 1460.00000 7300.00| 2500.00000 12500.00
MANHOLE, C4 | | |
0069 720-90984 1.000 EACH | 2627.51000 2627.51| 1640.00000 1640.00| 2650.00000 2650.00
MANHOLE, C2 | | |
0070 720-98174 13.000 EACH | 2208.86000 28715.18| 2000.00000 26000.00| 2800.00000 36400.00
INLET, B15 | | |
0071 720-98555 1.000 EACH | 2372.64000 2372.64| 1975.00000 1975.00| 2800.00000 2800.00
INLET, C15 | | |
0072 801-02595 3.000 EACH | 220.00000 660.00| 150.00000 450.00| 220.00000 660.00
CONTROLLER, RESET TIMING | | |
0073 801-03290 4.000 EACH | 134.00000 536.00| 145.00000 580.00| 134.00000 536.00
CONSTRUCTION SIGN, C | | |
0074 801-06207 12616.000 LFT | 0.01000 126.16| 0.95000 11985.20| 0.01000 126.16
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0075 801-06218 88.000 LFT | 1.00000 88.00| 5.70000 501.60| 1.00000 88.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0076 801-06640 20.000 EACH | 123.00000 2460.00| 105.00000 2100.00| 123.00000 2460.00
CONSTRUCTION SIGN, A | | |
0077 801-06645 6.000 EACH | 40.00000 240.00| 45.00000 270.00| 40.00000 240.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -6
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 801-06775 LUMP | 20115.00000 20115.00| 30306.73000 30306.73| 53589.76000 53589.76
MAINTAINING TRAFFIC | | |
0079 801-94295 16.000 EACH | 250.00000 4000.00| 175.00000 2800.00| 250.00000 4000.00
SIGNAL HEAD, RELOCATE | | |
0080 802-05704 162.000 LFT | 9.50000 1539.00| 12.00000 1944.00| 9.50000 1539.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0081 802-76025 100.650 SFT | 13.20000 1328.58| 13.00000 1308.45| 13.20000 1328.58
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0082 802-76035 61.000 SFT | 14.00000 854.00| 12.55000 765.55| 14.00000 854.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0083 802-76045 44.000 SFT | 18.00000 792.00| 14.00000 616.00| 18.00000 792.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0084 805-01479 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 550.00000 550.00
CONTROLLER CABINET FOUNDATION, P1, | | |
MODIFIED | | |
0085 805-01815 4.000 EACH | 1950.00000 7800.00| 1600.00000 6400.00| 1950.00000 7800.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0086 805-01842 6.000 EACH | 850.00000 5100.00| 650.00000 3900.00| 850.00000 5100.00
HANDHOLE, SIGNAL | | |
0087 805-01844 520.000 LFT | 16.00000 8320.00| 15.00000 7800.00| 16.00000 8320.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0088 805-02152 8.000 EACH | 520.00000 4160.00| 475.00000 3800.00| 520.00000 4160.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0089 805-02328 2338.000 LFT | 0.20000 467.60| 0.75000 1753.50| 0.20000 467.60
SIGNAL CABLE, 1C 14GA. | | |
0092 805-09067 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00
TRAFFIC SIGNAL HEAD, REMOVE | | |
0093 805-78100 1.000 EACH | 10100.00000 10100.00| 9250.00000 9250.00| 10100.00000 10100.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0094 805-78205 8.000 EACH | 650.00000 5200.00| 675.00000 5400.00| 650.00000 5200.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -7
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 805-78370 8.000 EACH | 120.00000 960.00| 80.00000 640.00| 120.00000 960.00
PEDESTRIAN PUSH BUTTON | | |
0096 805-78415 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| 1500.00000 6000.00
SPAN, CATENARY, AND TETHER | | |
0097 805-78420 4.000 EACH | 300.00000 1200.00| 225.00000 900.00| 300.00000 1200.00
DISCONNECT HANGER | | |
0098 805-78445 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 550.00000 550.00
SIGNAL SERVICE | | |
0099 805-78467 30.000 LFT | 2.40000 72.00| 2.55000 76.50| 2.40000 72.00
SIGNAL CABLE, 3C 8GA. | | |
0100 805-78480 483.000 LFT | 1.40000 676.20| 1.00000 483.00| 1.20000 579.60
SIGNAL CABLE, 3C 14GA. | | |
0101 805-78485 754.000 LFT | 2.00000 1508.00| 1.55000 1168.70| 1.40000 1055.60
SIGNAL CABLE, 5C 14GA. | | |
0102 805-78490 484.000 LFT | 2.00000 968.00| 1.85000 895.40| 2.00000 968.00
SIGNAL CABLE, 7C 14GA. | | |
0103 805-78510 4578.000 LFT | 1.20000 5493.60| 0.95000 4349.10| 1.20000 5493.60
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0104 805-78785 7.000 EACH | 550.00000 3850.00| 600.00000 4200.00| 550.00000 3850.00
SIGNAL DETECTOR HOUSING | | |
0105 805-78795 1018.000 LFT | 10.00000 10180.00| 9.00000 9162.00| 10.00000 10180.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0106 805-81060 4.000 EACH | 5000.00000 20000.00| 4800.00000 19200.00| 5000.00000 20000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0107 805-90267 18.000 LFT | 20.00000 360.00| 25.00000 450.00| 20.00000 360.00
CONDUIT, STEEL, GALVANIZED, 3 IN. | | |
0108 805-92504 3.000 EACH | 300.00000 900.00| 240.00000 720.00| 300.00000 900.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0110 808-06703 2719.000 LFT | 0.28000 761.32| 0.47000 1277.93| 0.28000 761.32
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0111 808-06716 6156.000 LFT | 0.18000 1108.08| 0.35000 2154.60| 0.18000 1108.08
LINE, REMOVE | | |
0112 808-75245 2436.000 LFT | 0.28000 682.08| 0.35000 852.60| 0.28000 682.08
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0113 808-75278 103.000 LFT | 3.70000 381.10| 1.99000 204.97| 3.70000 381.10
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0114 808-75297 107.000 LFT | 7.10000 759.70| 3.98000 425.86| 7.10000 759.70
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -8
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1374866 |( 3 ) 35-1065659
|L I C A CONSTRUCTION |PRIMCO INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 808-75300 514.000 LFT | 2.20000 1130.80| 0.99000 508.86| 2.20000 1130.80
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0116 808-75320 3.000 EACH | 92.50000 277.50| 54.00000 162.00| 92.50000 277.50
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0117 808-75996 20.000 EACH | 3.00000 60.00| 55.00000 1100.00| 11.00000 220.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0118 808-75998 28.000 EACH | 65.00000 1820.00| 79.95000 2238.60| 65.00000 1820.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0119 808-92027 1080.000 LFT | 1.00000 1080.00| 1.32000 1425.60| 1.00000 1080.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0120 805-09539 5.000 EACH | 380.00000 1900.00| 255.00000 1275.00| 380.00000 1900.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0121 805-09540 2.000 EACH | 1600.00000 3200.00| 825.00000 1650.00| 1600.00000 3200.00
LOOP DETECTOR RACK | | |
0122 402-07433 504.000 TON | 68.75000 34650.00| 71.34000 35955.36| 68.00000 34272.00
HMA SURFACE, TYPE B | | |
0123 402-07438 650.000 TON | 52.76000 34294.00| 54.93000 35704.50| 59.00000 38350.00
HMA INTERMEDIATE, TYPE B | | |
0124 402-07441 593.000 TON | 51.83000 30735.19| 54.15000 32110.95| 59.00000 34987.00
HMA BASE, TYPE B | | |
SECTION TOTALS | $ 724,100.10| $ 774,841.24| $ 846,930.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 724,100.10| $ 774,841.24| $ 846,930.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -9
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 8950.00000 8950.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 60.00000 540.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 43000.00000 43000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 10180.00000 10180.00| |
CLEARING RIGHT OF WAY | | |
0013 202-01300 4.000 EACH | 48.58000 194.32| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02286 1.000 EACH | 2888.00000 2888.00| |
PRESENT STRUCTURE, REMOVE | | |
0015 202-02637 197.000 LFT | 26.43000 5206.71| |
PIPE, ABANDON AND GROUT FILL | | |
0016 202-04089 13.000 EACH | 66.96000 870.48| |
SIGN, SHEET, REMOVE | | |
0017 203-02000 980.000 CYS | 34.60000 33908.00| |
EXCAVATION, COMMON | | |
0018 205-06931 7.000 TON | 55.00000 385.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -10
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06933 15.000 EACH | 85.00000 1275.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06937 2715.000 LFT | 1.35000 3665.25| |
TEMPORARY SILT FENCE | | |
0021 207-08266 311.000 SYS | 5.00000 1555.00| |
SUBGRADE TREATMENT, TYPE III | | |
0022 207-08268 1898.000 SYS | 25.00000 47450.00| |
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 786.000 CYS | 84.80000 66652.80| |
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 20.500 CYS | 34.00000 697.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0025 301-07448 214.000 TON | 10.00000 2140.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 303-01180 180.000 TON | 10.00000 1800.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0027 304-07492 335.000 TON | 100.00000 33500.00| |
WIDENING WITH HMA, TYPE A | | |
0028 306-08036 4200.000 SYS | 2.00000 8400.00| |
MILLING, ASPHALT, 2 IN. | | |
0029 306-08042 680.000 SYS | 2.00000 1360.00| |
MILLING, SCARIFICATION/PROFILE | | |
0030 306-08043 1010.000 SYS | 2.00000 2020.00| |
MILLING, TRANSITION | | |
0034 406-05520 3.330 TON | 300.00000 999.00| |
ASPHALT FOR TACK COAT | | |
0035 604-06070 500.000 SYS | 30.00000 15000.00| |
SIDEWALK, CONCRETE | | |
0036 604-07896 52.000 SYS | 100.00000 5200.00| |
CURB RAMP, CONCRETE, B | | |
0037 604-07902 1.500 SYS | 150.00000 225.00| |
CURB RAMP, CONCRETE, H | | |
0038 605-06125 95.000 LFT | 60.00000 5700.00| |
CURB, CONCRETE, MODIFIED | | |
0039 605-06140 1460.000 LFT | 16.00000 23360.00| |
CURB AND GUTTER, CONCRETE | | |
0040 610-07487 82.000 TON | 80.00000 6560.00| |
HMA FOR APPROACHES, TYPE B | | |
0041 610-09108 311.000 SYS | 30.00000 9330.00| |
PCCP FOR APPROACHES, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -11
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 615-06490 39.000 EACH | 150.00000 5850.00| |
RIGHT OF WAY MARKER | | |
0043 615-06500 6.000 EACH | 500.00000 3000.00| |
MONUMENT, A | | |
0044 616-02320 293.000 SYS | 3.37000 987.41| |
GEOTEXTILES | | |
0045 616-06405 238.000 TON | 30.84000 7339.92| |
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 450.00000 900.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 0.110 TON | 1695.00000 186.45| |
FERTILIZER | | |
0048 621-06557 85.420 LBS | 5.80000 495.44| |
SEED MIXTURE, T | | |
0049 621-06565 2.140 TON | 450.00000 963.00| |
MULCHING MATERIAL | | |
0050 621-06570 379.000 CYS | 28.22000 10695.38| |
TOP SOIL | | |
0051 621-06574 179.000 SYS | 3.35000 599.65| |
SODDING | | |
0052 621-06575 2726.000 SYS | 3.35000 9132.10| |
SODDING, NURSERY | | |
0053 628-09402 9.000 MOS | 1000.00000 9000.00| |
FIELD OFFICE, B | | |
0054 628-09407 9.000 MOS | 100.00000 900.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 Additional | | |
0055 714-93641 69.000 LFT | 368.07000 25396.83| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 4 FT. X 3 FT. | | |
0056 715-03584 1.000 EACH | 690.00000 690.00| |
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0057 715-05019 69.000 LFT | 25.00000 1725.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0058 715-05121 117.000 LFT | 45.38000 5309.46| |
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0059 715-05151 445.000 LFT | 41.54000 18485.30| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -12
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 715-05152 895.000 LFT | 65.00000 58175.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0061 715-05171 45.000 LFT | 39.87000 1794.15| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0062 715-08305 136.000 TON | 80.00000 10880.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0063 715-93910 1.000 EACH | 200.00000 200.00| |
WATER SERVICE LINE, ADJUST | | |
0064 720-44000 1.000 EACH | 150.00000 150.00| |
CASTING, ADJUST TO GRADE | | |
0065 720-45030 1.000 EACH | 1320.00000 1320.00| |
INLET, E7 | | |
0066 720-45205 5.000 EACH | 1804.00000 9020.00| |
CATCH BASIN, A2 | | |
0067 720-45235 2.000 EACH | 1425.00000 2850.00| |
CATCH BASIN, E7 | | |
0068 720-45410 5.000 EACH | 1720.00000 8600.00| |
MANHOLE, C4 | | |
0069 720-90984 1.000 EACH | 2305.00000 2305.00| |
MANHOLE, C2 | | |
0070 720-98174 13.000 EACH | 2220.00000 28860.00| |
INLET, B15 | | |
0071 720-98555 1.000 EACH | 2360.00000 2360.00| |
INLET, C15 | | |
0072 801-02595 3.000 EACH | 500.00000 1500.00| |
CONTROLLER, RESET TIMING | | |
0073 801-03290 4.000 EACH | 145.00000 580.00| |
CONSTRUCTION SIGN, C | | |
0074 801-06207 12616.000 LFT | 0.01000 126.16| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0075 801-06218 88.000 LFT | 5.70000 501.60| |
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0076 801-06640 20.000 EACH | 105.00000 2100.00| |
CONSTRUCTION SIGN, A | | |
0077 801-06645 6.000 EACH | 45.00000 270.00| |
CONSTRUCTION SIGN, B | | |
0078 801-06775 LUMP | 14100.00000 14100.00| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -13
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 801-94295 16.000 EACH | 439.04000 7024.64| |
SIGNAL HEAD, RELOCATE | | |
0080 802-05704 162.000 LFT | 17.47000 2830.14| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0081 802-76025 100.650 SFT | 16.47000 1657.71| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0082 802-76035 61.000 SFT | 18.03000 1099.83| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0083 802-76045 44.000 SFT | 27.59000 1213.96| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0084 805-01479 1.000 EACH | 1720.69000 1720.69| |
CONTROLLER CABINET FOUNDATION, P1, | | |
MODIFIED | | |
0085 805-01815 4.000 EACH | 2269.62000 9078.48| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0086 805-01842 6.000 EACH | 1034.52000 6207.12| |
HANDHOLE, SIGNAL | | |
0087 805-01844 520.000 LFT | 24.74000 12864.80| |
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0088 805-02152 8.000 EACH | 557.55000 4460.40| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0089 805-02328 2338.000 LFT | 0.20000 467.60| |
SIGNAL CABLE, 1C 14GA. | | |
0092 805-09067 6.000 EACH | 67.73000 406.38| |
TRAFFIC SIGNAL HEAD, REMOVE | | |
0093 805-78100 1.000 EACH | 8002.34000 8002.34| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0094 805-78205 8.000 EACH | 623.88000 4991.04| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0095 805-78370 8.000 EACH | 171.33000 1370.64| |
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -14
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 805-78415 4.000 EACH | 1822.91000 7291.64| |
SPAN, CATENARY, AND TETHER | | |
0097 805-78420 4.000 EACH | 280.50000 1122.00| |
DISCONNECT HANGER | | |
0098 805-78445 1.000 EACH | 708.97000 708.97| |
SIGNAL SERVICE | | |
0099 805-78467 30.000 LFT | 3.73000 111.90| |
SIGNAL CABLE, 3C 8GA. | | |
0100 805-78480 483.000 LFT | 1.89000 912.87| |
SIGNAL CABLE, 3C 14GA. | | |
0101 805-78485 754.000 LFT | 2.61000 1967.94| |
SIGNAL CABLE, 5C 14GA. | | |
0102 805-78490 484.000 LFT | 2.97000 1437.48| |
SIGNAL CABLE, 7C 14GA. | | |
0103 805-78510 4578.000 LFT | 0.60000 2746.80| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0104 805-78785 7.000 EACH | 909.68000 6367.76| |
SIGNAL DETECTOR HOUSING | | |
0105 805-78795 1018.000 LFT | 7.16000 7288.88| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0106 805-81060 4.000 EACH | 4311.84000 17247.36| |
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0107 805-90267 18.000 LFT | 28.61000 514.98| |
CONDUIT, STEEL, GALVANIZED, 3 IN. | | |
0108 805-92504 3.000 EACH | 236.29000 708.87| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0110 808-06703 2719.000 LFT | 0.47000 1277.93| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0111 808-06716 6156.000 LFT | 0.35000 2154.60| |
LINE, REMOVE | | |
0112 808-75245 2436.000 LFT | 0.35000 852.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0113 808-75278 103.000 LFT | 1.99000 204.97| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0114 808-75297 107.000 LFT | 3.98000 425.86| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 230 -15
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 230 CONTRACT ID : R -29018-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 808-75300 514.000 LFT | 0.99000 508.86| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0116 808-75320 3.000 EACH | 54.00000 162.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0117 808-75996 20.000 EACH | 1.00000 20.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0118 808-75998 28.000 EACH | 79.95000 2238.60| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0119 808-92027 1080.000 LFT | 1.32000 1425.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0120 805-09539 5.000 EACH | 339.27000 1696.35| |
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0121 805-09540 2.000 EACH | 1365.50000 2731.00| |
LOOP DETECTOR RACK | | |
0122 402-07433 504.000 TON | 80.00000 40320.00| |
HMA SURFACE, TYPE B | | |
0123 402-07438 650.000 TON | 50.00000 32500.00| |
HMA INTERMEDIATE, TYPE B | | |
0124 402-07441 593.000 TON | 120.00000 71160.00| |
HMA BASE, TYPE B | | |
SECTION TOTALS | $ 859,869.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 859,869.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0300443
0886005
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,624,984.32 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,668,986.46 102.7079%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,718,000.00 105.7241%
4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,744,996.29 107.3854%
5 35-1875662 CRIDER & CRIDER INC $ 1,802,332.83 110.9139%
6 35-1461789 POINDEXTER EXCAVATING $ 1,851,096.35 113.9147%
7 35-1917625 MILESTONE CONTRACTORS LP $ 1,911,520.53 117.6332%
31-4351261 SHELLY & SANDS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -2
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 15475.00000 15475.00| 15900.00000 15900.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 150.00000 300.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 65.00000 1560.00| 150.00000 3600.00| 100.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 81000.00000 81000.00| 127000.00000 127000.00| 82503.38000 82503.38
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 32000.00000 32000.00| 8000.00000 8000.00| 34000.00000 34000.00
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 2391.00000 2391.00| 2391.00000 2391.00| 2391.00000 2391.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02241 130.000 LFT | 11.50000 1495.00| 3.50000 455.00| 3.50000 455.00
GUARDRAIL, REMOVE | | |
0015 202-02245 11.000 EACH | 100.00000 1100.00| 1000.00000 11000.00| 415.00000 4565.00
TREE, 6 IN., REMOVE | | |
0016 202-02271 1.000 EACH | 155.00000 155.00| 769.34000 769.34| 645.00000 645.00
HEADWALL, REMOVE | | |
0017 202-02273 30.000 SYS | 38.00000 1140.00| 4.74000 142.20| 37.00000 1110.00
CENTER CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -3
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02278 281.000 LFT | 5.25000 1475.25| 4.74000 1331.94| 7.00000 1967.00
CURB, CONCRETE, REMOVE | | |
0019 202-02279 614.000 LFT | 9.00000 5526.00| 4.74000 2910.36| 4.00000 2456.00
CURB AND GUTTER, REMOVE | | |
0020 202-52710 185.000 SYS | 8.00000 1480.00| 9.92000 1835.20| 8.00000 1480.00
SIDEWALK, CONCRETE, REMOVE | | |
0021 202-74045 8.000 EACH | 58.50000 468.00| 58.50000 468.00| 468.00000 3744.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0022 202-91385 3.000 EACH | 450.00000 1350.00| 270.83000 812.49| 560.00000 1680.00
INLET, REMOVE | | |
0023 202-93047 1.000 EACH | 650.00000 650.00| 371.55000 371.55| 561.57000 561.57
MANHOLE, REMOVE | | |
0024 202-96133 1002.000 LFT | 11.00000 11022.00| 12.24000 12264.48| 9.00000 9018.00
PIPE, REMOVE | | |
0025 203-02000 5625.000 CYS | 17.50000 98437.50| 27.75000 156093.75| 25.50000 143437.50
EXCAVATION, COMMON | | |
0026 203-02070 805.000 CYS | 8.00000 6440.00| 0.01000 8.05| 23.50000 18917.50
BORROW | | |
0027 205-03371 143.000 CYS | 25.00000 3575.00| 30.87000 4414.41| 9.00000 1287.00
SEDIMENT, REMOVE | | |
0028 205-06931 65.000 TON | 35.00000 2275.00| 36.15000 2349.75| 62.00000 4030.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06933 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 100.00000 100.00
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06936 51.800 TON | 40.00000 2072.00| 16.67000 863.51| 170.00000 8806.00
TEMPORARY SEDIMENT TRAP | | |
0031 205-06937 2180.000 LFT | 1.15000 2507.00| 1.15000 2507.00| 1.26000 2746.80
TEMPORARY SILT FENCE | | |
0032 207-08263 10418.000 SYS | 4.50000 46881.00| 6.54000 68133.72| 4.10000 42713.80
SUBGRADE TREATMENT, TYPE IA | | |
0033 211-07454 580.700 CYS | 37.00000 21485.90| 22.65000 13152.86| 17.00000 9871.90
STRUCTURE BACKFILL | | |
0034 301-07448 3257.000 TON | 20.00000 65140.00| 23.59000 76832.63| 20.00000 65140.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0035 303-02051 90.000 TON | 19.00000 1710.00| 23.21000 2088.90| 25.00000 2250.00
STONE, NO 2 | | |
0036 303-08210 273.000 TON | 38.00000 10374.00| 46.27000 12631.71| 50.00000 13650.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -4
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 306-08034 1452.000 SYS | 1.50000 2178.00| 1.06000 1539.12| 2.60000 3775.20
MILLING, ASPHALT, 1 1/2 IN. | | |
0038 306-08036 13975.000 SYS | 1.50000 20962.50| 0.92000 12857.00| 1.35000 18866.25
MILLING, ASPHALT, 2 IN. | | |
0039 306-08043 865.000 SYS | 1.75000 1513.75| 1.13000 977.45| 3.40000 2941.00
MILLING, TRANSITION | | |
0040 401-06264 LUMP | 7500.00000 7500.00| 1000.00000 1000.00| 2600.00000 2600.00
PROFILOGRAPH, HMA | | |
0041 401-07335 2029.000 TON | 90.00000 182610.00| 91.09000 184821.61| 88.00000 178552.00
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0042 401-07404 3519.000 TON | 52.00000 182988.00| 64.02000 225286.38| 59.00000 207621.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0043 401-07409 3834.000 TON | 52.00000 199368.00| 60.92000 233567.28| 48.00000 184032.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0044 406-05520 17.000 TON | 504.00000 8568.00| 100.00000 1700.00| 600.00000 10200.00
ASPHALT FOR TACK COAT | | |
0045 601-01839 1.000 EACH | 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0046 601-94689 1.000 EACH | 2925.00000 2925.00| 2925.00000 2925.00| 2925.00000 2925.00
GUARDRAIL END TREATMENT, OS | | |
0047 601-99105 119.000 LFT | 23.00000 2737.00| 23.00000 2737.00| 23.00000 2737.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0048 601-99132 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0049 604-06070 97.000 SYS | 45.00000 4365.00| 57.64000 5591.08| 46.00000 4462.00
SIDEWALK, CONCRETE | | |
0050 604-07897 10.000 SYS | 175.00000 1750.00| 198.40000 1984.00| 115.00000 1150.00
CURB RAMP, CONCRETE, C , MODIFIED | | |
0051 605-06120 40.000 LFT | 28.00000 1120.00| 51.07000 2042.80| 50.00000 2000.00
CURB, CONCRETE | | |
0052 605-06140 249.000 LFT | 26.00000 6474.00| 39.11000 9738.39| 27.00000 6723.00
CURB AND GUTTER, CONCRETE | | |
0053 605-06255 10.000 SYS | 249.00000 2490.00| 145.56000 1455.60| 225.00000 2250.00
CENTER CURB, D, CONCRETE | | |
0054 606-07484 5522.000 LFT | 1.00000 5522.00| 0.69000 3810.18| 0.69000 3810.18
MILLED HMA SHOULDER CORRUGATIONS | | |
0055 610-07486 1840.000 TON | 52.00000 95680.00| 1.00000 1840.00| 71.00000 130640.00
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -5
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 611-06497 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0057 615-06490 32.000 EACH | 134.00000 4288.00| 134.00000 4288.00| 134.00000 4288.00
RIGHT OF WAY MARKER | | |
0058 615-06505 10.000 EACH | 675.00000 6750.00| 675.00000 6750.00| 675.00000 6750.00
MONUMENT, B | | |
0059 615-06527 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00
MONUMENT, SECTION CORNER | | |
0060 616-02320 90.000 SYS | 4.50000 405.00| 0.90000 81.00| 10.00000 900.00
GEOTEXTILES | | |
0061 616-06451 249.000 TON | 33.00000 8217.00| 37.77000 9404.73| 80.00000 19920.00
RIPRAP, UNIFORM | | |
0062 621-01004 4.000 EACH | 400.00000 1600.00| 400.00000 1600.00| 350.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0063 621-02770 2634.000 SYS | 0.76000 2001.84| 0.76000 2001.84| 1.24000 3266.16
EROSION CONTROL BLANKET | | |
0064 621-06545 1.000 TON | 1000.00000 1000.00| 1000.00000 1000.00| 800.00000 800.00
FERTILIZER | | |
0065 621-06554 270.000 LBS | 5.00000 1350.00| 5.00000 1350.00| 11.33000 3059.10
SEED MIXTURE, U | | |
0066 621-06557 182.000 LBS | 4.00000 728.00| 4.00000 728.00| 5.22000 950.04
SEED MIXTURE, T | | |
0067 621-06565 8.000 TON | 400.00000 3200.00| 400.00000 3200.00| 200.00000 1600.00
MULCHING MATERIAL | | |
0068 621-06567 7.000 kGAL | 15.00000 105.00| 15.00000 105.00| 1.00000 7.00
WATER | | |
0069 621-06574 112.000 SYS | 3.00000 336.00| 5.67000 635.04| 2.90000 324.80
SODDING | | |
0070 621-06575 1937.000 SYS | 3.00000 5811.00| 5.67000 10982.79| 2.90000 5617.30
SODDING, NURSERY | | |
0071 628-09402 12.000 MOS | 2000.00000 24000.00| 1707.32000 20487.84| 2300.00000 27600.00
FIELD OFFICE, B | | |
0072 628-09407 12.000 MOS | 200.00000 2400.00| 341.47000 4097.64| 250.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0073 714-44240 1.430 CYS | 400.00000 572.00| 321.54000 459.80| 870.00000 1244.10
CONCRETE, A, STRUCTURES | | |
0074 715-02628 12.000 EACH | 550.00000 6600.00| 265.20000 3182.40| 470.00000 5640.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -6
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 715-02629 4.000 EACH | 775.00000 3100.00| 500.81000 2003.24| 680.00000 2720.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
0076 715-03321 2.000 EACH | 500.00000 1000.00| 313.01000 626.02| 510.00000 1020.00
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
0077 715-05149 77.000 LFT | 20.00000 1540.00| 23.13000 1781.01| 35.00000 2695.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0078 715-05151 404.000 LFT | 25.00000 10100.00| 33.26000 13437.04| 25.00000 10100.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0079 715-05151 25.000 LFT | 40.00000 1000.00| 39.86000 996.50| 75.00000 1875.00
PIPE, TYPE 2, CIRCULAR, 15 IN. , | | |
MODIFIED | | |
0080 715-05152 698.000 LFT | 35.00000 24430.00| 38.73000 27033.54| 36.00000 25128.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0081 715-05152 178.000 LFT | 45.00000 8010.00| 42.39000 7545.42| 67.00000 11926.00
PIPE, TYPE 2, CIRCULAR, 18 IN. , | | |
MODIFIED | | |
0082 715-05168 12.000 LFT | 40.00000 480.00| 40.01000 480.12| 90.00000 1080.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0083 715-05169 306.000 LFT | 20.00000 6120.00| 28.47000 8711.82| 35.00000 10710.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0084 720-44000 14.000 EACH | 310.00000 4340.00| 437.76000 6128.64| 400.00000 5600.00
CASTING, ADJUST TO GRADE | | |
0085 720-44025 2.000 EACH | 630.00000 1260.00| 542.79000 1085.58| 550.00000 1100.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0086 720-44055 1.000 EACH | 710.00000 710.00| 827.36000 827.36| 1000.00000 1000.00
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0087 720-45235 1.000 EACH | 1500.00000 1500.00| 1458.13000 1458.13| 2000.00000 2000.00
CATCH BASIN, E7 | | |
0088 720-45410 4.000 EACH | 1600.00000 6400.00| 1759.66000 7038.64| 3000.00000 12000.00
MANHOLE, C4 | | |
0089 720-45510 2.000 EACH | 1600.00000 3200.00| 2946.21000 5892.42| 3000.00000 6000.00
MANHOLE, C4, MODIFIED | | |
0090 720-45605 12.000 LFT | 700.00000 8400.00| 602.34000 7228.08| 240.00000 2880.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0091 801-03290 4.000 EACH | 195.00000 780.00| 314.00000 1256.00| 195.00000 780.00
CONSTRUCTION SIGN, C | | |
0092 801-06203 32744.000 LFT | 0.14000 4584.16| 0.22000 7203.68| 0.14000 4584.16
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0093 801-06207 42588.000 LFT | 1.00000 42588.00| 0.58000 24701.04| 0.93000 39606.84
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -7
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 801-06211 73.000 EACH | 38.00000 2774.00| 55.00000 4015.00| 38.00000 2774.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0095 801-06216 602.000 LFT | 1.95000 1173.90| 1.90000 1143.80| 1.95000 1173.90
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0096 801-06640 35.000 EACH | 135.00000 4725.00| 155.00000 5425.00| 135.00000 4725.00
CONSTRUCTION SIGN, A | | |
0097 801-06645 10.000 EACH | 69.00000 690.00| 78.00000 780.00| 69.00000 690.00
CONSTRUCTION SIGN, B | | |
0098 801-06710 60.000 DAY | 10.00000 600.00| 10.00000 600.00| 10.00000 600.00
FLASHING ARROW SIGN | | |
0099 801-06775 LUMP | 59700.00000 59700.00| 32655.25000 32655.25| 32000.00000 32000.00
MAINTAINING TRAFFIC | | |
0100 801-07119 156.000 LFT | 10.95000 1708.20| 17.75000 2769.00| 10.95000 1708.20
BARRICADE, III-B | | |
0101 801-94295 12.000 EACH | 251.00000 3012.00| 251.00000 3012.00| 251.00000 3012.00
SIGNAL HEAD, RELOCATE | | |
0102 802-05701 71.300 LFT | 18.00000 1283.40| 18.00000 1283.40| 18.00000 1283.40
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 22.700 LFT | 17.50000 397.25| 17.50000 397.25| 17.50000 397.25
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-76025 96.500 SFT | 22.50000 2171.25| 22.50000 2171.25| 22.50000 2171.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0105 802-76035 19.500 SFT | 25.00000 487.50| 25.00000 487.50| 25.00000 487.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0106 802-76045 25.500 SFT | 27.00000 688.50| 27.00000 688.50| 27.00000 688.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0107 805-01815 4.000 EACH | 2190.00000 8760.00| 2190.00000 8760.00| 2190.00000 8760.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0108 805-01842 8.000 EACH | 893.00000 7144.00| 893.00000 7144.00| 893.00000 7144.00
HANDHOLE, SIGNAL | | |
0109 805-01879 1.000 EACH | 893.00000 893.00| 893.00000 893.00| 893.00000 893.00
SIGNAL SERVICE, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -8
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 805-02152 2.000 EACH | 689.00000 1378.00| 689.00000 1378.00| 689.00000 1378.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0111 805-06592 4215.000 LFT | 9.50000 40042.50| 9.50000 40042.50| 9.50000 40042.50
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0112 805-78100 1.000 EACH | 12523.00000 12523.00| 12523.00000 12523.00| 12523.00000 12523.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0113 805-78205 4.000 EACH | 786.00000 3144.00| 786.00000 3144.00| 786.00000 3144.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0114 805-78230 4.000 EACH | 1256.00000 5024.00| 1256.00000 5024.00| 1256.00000 5024.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0115 805-78370 2.000 EACH | 244.00000 488.00| 244.00000 488.00| 244.00000 488.00
PEDESTRIAN PUSH BUTTON | | |
0116 805-78415 4.000 EACH | 1702.00000 6808.00| 1702.00000 6808.00| 1702.00000 6808.00
SPAN, CATENARY, AND TETHER | | |
0117 805-78420 4.000 EACH | 213.00000 852.00| 213.00000 852.00| 213.00000 852.00
DISCONNECT HANGER | | |
0118 805-78467 40.000 LFT | 2.20000 88.00| 2.20000 88.00| 2.20000 88.00
SIGNAL CABLE, 3C 8GA. | | |
0119 805-78470 10472.000 LFT | 0.80000 8377.60| 0.80000 8377.60| 0.80000 8377.60
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0120 805-78485 850.000 LFT | 1.30000 1105.00| 1.30000 1105.00| 1.30000 1105.00
SIGNAL CABLE, 5C 14GA. | | |
0121 805-78490 1585.000 LFT | 1.50000 2377.50| 1.50000 2377.50| 1.50000 2377.50
SIGNAL CABLE, 7C 14GA. | | |
0122 805-78510 4185.000 LFT | 0.75000 3138.75| 0.75000 3138.75| 0.75000 3138.75
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0123 805-78785 19.000 EACH | 667.00000 12673.00| 667.00000 12673.00| 667.00000 12673.00
SIGNAL DETECTOR HOUSING | | |
0124 805-78795 3454.000 LFT | 7.00000 24178.00| 7.00000 24178.00| 7.00000 24178.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0125 805-78925 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0126 805-81032 3.000 EACH | 3883.00000 11649.00| 3883.00000 11649.00| 3883.00000 11649.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0127 805-81060 1.000 EACH | 4714.00000 4714.00| 4714.00000 4714.00| 4714.00000 4714.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -9
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0128 805-92504 17.000 EACH | 298.00000 5066.00| 298.00000 5066.00| 298.00000 5066.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0129 805-96014 100.000 LFT | 4.00000 400.00| 2.00000 200.00| 3.00000 300.00
SAW CUT, FULL DEPTH | | |
0130 807-03594 1.000 EACH | 1001.00000 1001.00| 1001.00000 1001.00| 1001.00000 1001.00
RELOCATE EXISTING LIGHT | | |
0131 808-06694 544.000 LFT | 0.65000 353.60| 0.85000 462.40| 0.65000 353.60
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0132 808-06703 5141.000 LFT | 0.45000 2313.45| 0.44000 2262.04| 0.45000 2313.45
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0133 808-06713 7594.000 LFT | 0.15000 1139.10| 0.24000 1822.56| 0.15000 1139.10
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0134 808-06714 261.000 LFT | 0.15000 39.15| 0.50000 130.50| 0.15000 39.15
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0135 808-06716 10905.000 LFT | 0.28000 3053.40| 0.40000 4362.00| 0.28000 3053.40
LINE, REMOVE | | |
0136 808-06723 2.000 EACH | 45.00000 90.00| 55.00000 110.00| 45.00000 90.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0137 808-75090 40.000 LFT | 3.75000 150.00| 3.50000 140.00| 3.75000 150.00
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 24 IN. | | |
0138 808-75245 690.000 LFT | 0.45000 310.50| 0.38000 262.20| 0.45000 310.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0139 808-75278 146.000 LFT | 1.83000 267.18| 3.50000 511.00| 1.83000 267.18
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0140 808-75290 793.000 LFT | 3.65000 2894.45| 5.50000 4361.50| 3.65000 2894.45
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0141 808-75297 281.000 LFT | 3.65000 1025.65| 5.50000 1545.50| 3.65000 1025.65
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0142 808-75300 184.000 LFT | 0.92000 169.28| 2.00000 368.00| 0.92000 169.28
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0143 808-75320 29.000 EACH | 65.00000 1885.00| 65.00000 1885.00| 65.00000 1885.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -10
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75325 15.000 EACH | 95.00000 1425.00| 90.00000 1350.00| 95.00000 1425.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0145 808-75996 196.000 EACH | 5.95000 1166.20| 5.81000 1138.76| 5.95000 1166.20
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0146 808-75998 196.000 EACH | 19.95000 3910.20| 18.80000 3684.80| 19.95000 3910.20
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 808-92027 5771.000 LFT | 1.21000 6982.91| 0.80000 4616.80| 1.21000 6982.91
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,624,984.32| $ 1,668,986.46| $ 1,718,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,624,984.32| $ 1,668,986.46| $ 1,718,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -11
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 100000.00000 100000.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 250.00000 500.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 100.00000 2400.00| 100.00000 2400.00| 60.00000 1440.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 62400.00000 62400.00| 90000.00000 90000.00| 80000.00000 80000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 22300.00000 22300.00| 50000.00000 50000.00| 120000.00000 120000.00
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 3200.00000 3200.00| 2391.00000 2391.00| 6500.00000 6500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02241 130.000 LFT | 1.90000 247.00| 3.50000 455.00| 4.00000 520.00
GUARDRAIL, REMOVE | | |
0015 202-02245 11.000 EACH | 595.00000 6545.00| 250.00000 2750.00| 300.00000 3300.00
TREE, 6 IN., REMOVE | | |
0016 202-02271 1.000 EACH | 110.00000 110.00| 1000.00000 1000.00| 1500.00000 1500.00
HEADWALL, REMOVE | | |
0017 202-02273 30.000 SYS | 19.75000 592.50| 75.00000 2250.00| 110.00000 3300.00
CENTER CURB, CONCRETE, REMOVE | | |
0018 202-02278 281.000 LFT | 3.80000 1067.80| 10.00000 2810.00| 16.00000 4496.00
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -12
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-02279 614.000 LFT | 4.45000 2732.30| 10.00000 6140.00| 16.00000 9824.00
CURB AND GUTTER, REMOVE | | |
0020 202-52710 185.000 SYS | 3.70000 684.50| 10.00000 1850.00| 16.00000 2960.00
SIDEWALK, CONCRETE, REMOVE | | |
0021 202-74045 8.000 EACH | 46.65000 373.20| 58.50000 468.00| 270.00000 2160.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0022 202-91385 3.000 EACH | 268.00000 804.00| 500.00000 1500.00| 1000.00000 3000.00
INLET, REMOVE | | |
0023 202-93047 1.000 EACH | 360.00000 360.00| 1000.00000 1000.00| 1200.00000 1200.00
MANHOLE, REMOVE | | |
0024 202-96133 1002.000 LFT | 8.80000 8817.60| 15.00000 15030.00| 8.00000 8016.00
PIPE, REMOVE | | |
0025 203-02000 5625.000 CYS | 8.90000 50062.50| 9.75000 54843.75| 13.00000 73125.00
EXCAVATION, COMMON | | |
0026 203-02070 805.000 CYS | 1.00000 805.00| 1.00000 805.00| 25.00000 20125.00
BORROW | | |
0027 205-03371 143.000 CYS | 8.65000 1236.95| 20.00000 2860.00| 45.00000 6435.00
SEDIMENT, REMOVE | | |
0028 205-06931 65.000 TON | 32.00000 2080.00| 50.00000 3250.00| 40.00000 2600.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06933 1.000 EACH | 110.00000 110.00| 100.00000 100.00| 200.00000 200.00
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06936 51.800 TON | 29.40000 1522.92| 45.00000 2331.00| 50.00000 2590.00
TEMPORARY SEDIMENT TRAP | | |
0031 205-06937 2180.000 LFT | 1.45000 3161.00| 1.26000 2746.80| 2.00000 4360.00
TEMPORARY SILT FENCE | | |
0032 207-08263 10418.000 SYS | 6.40000 66675.20| 6.00000 62508.00| 5.00000 52090.00
SUBGRADE TREATMENT, TYPE IA | | |
0033 211-07454 580.700 CYS | 21.05000 12223.74| 25.00000 14517.50| 20.00000 11614.00
STRUCTURE BACKFILL | | |
0034 301-07448 3257.000 TON | 21.65000 70514.05| 25.00000 81425.00| 20.00000 65140.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0035 303-02051 90.000 TON | 24.70000 2223.00| 40.00000 3600.00| 30.00000 2700.00
STONE, NO 2 | | |
0036 303-08210 273.000 TON | 4.45000 1214.85| 25.00000 6825.00| 35.00000 9555.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0037 306-08034 1452.000 SYS | 0.95000 1379.40| 0.50000 726.00| 2.00000 2904.00
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -13
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 306-08036 13975.000 SYS | 1.25000 17468.75| 0.50000 6987.50| 1.00000 13975.00
MILLING, ASPHALT, 2 IN. | | |
0039 306-08043 865.000 SYS | 4.50000 3892.50| 0.50000 432.50| 2.00000 1730.00
MILLING, TRANSITION | | |
0040 401-06264 LUMP | 4650.00000 4650.00| 4000.00000 4000.00| 7950.00000 7950.00
PROFILOGRAPH, HMA | | |
0041 401-07335 2029.000 TON | 100.89000 204705.81| 85.50000 173479.50| 95.40000 193566.60
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0042 401-07404 3519.000 TON | 71.36000 251115.84| 60.50000 212899.50| 55.00000 193545.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0043 401-07409 3834.000 TON | 60.86000 233337.24| 51.50000 197451.00| 55.00000 210870.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0044 406-05520 17.000 TON | 408.52000 6944.84| 350.00000 5950.00| 530.00000 9010.00
ASPHALT FOR TACK COAT | | |
0045 601-01839 1.000 EACH | 2450.00000 2450.00| 2100.00000 2100.00| 2300.00000 2300.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0046 601-94689 1.000 EACH | 3410.00000 3410.00| 2925.00000 2925.00| 3100.00000 3100.00
GUARDRAIL END TREATMENT, OS | | |
0047 601-99105 119.000 LFT | 26.85000 3195.15| 23.00000 2737.00| 24.50000 2915.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0048 601-99132 2.000 EACH | 117.00000 234.00| 100.00000 200.00| 150.00000 300.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0049 604-06070 97.000 SYS | 50.75000 4922.75| 37.00000 3589.00| 48.00000 4656.00
SIDEWALK, CONCRETE | | |
0050 604-07897 10.000 SYS | 193.00000 1930.00| 160.00000 1600.00| 159.00000 1590.00
CURB RAMP, CONCRETE, C , MODIFIED | | |
0051 605-06120 40.000 LFT | 37.70000 1508.00| 31.00000 1240.00| 22.00000 880.00
CURB, CONCRETE | | |
0052 605-06140 249.000 LFT | 36.00000 8964.00| 30.00000 7470.00| 22.00000 5478.00
CURB AND GUTTER, CONCRETE | | |
0053 605-06255 10.000 SYS | 151.00000 1510.00| 98.00000 980.00| 320.00000 3200.00
CENTER CURB, D, CONCRETE | | |
0054 606-07484 5522.000 LFT | 1.15000 6350.30| 0.69000 3810.18| 1.20000 6626.40
MILLED HMA SHOULDER CORRUGATIONS | | |
0055 610-07486 1840.000 TON | 81.70000 150328.00| 70.00000 128800.00| 55.00000 101200.00
HMA FOR APPROACHES, TYPE A | | |
0056 611-06497 2.000 EACH | 73.00000 146.00| 200.00000 400.00| 212.00000 424.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -14
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 615-06490 32.000 EACH | 156.00000 4992.00| 134.00000 4288.00| 142.00000 4544.00
RIGHT OF WAY MARKER | | |
0058 615-06505 10.000 EACH | 785.00000 7850.00| 675.00000 6750.00| 716.00000 7160.00
MONUMENT, B | | |
0059 615-06527 2.000 EACH | 640.00000 1280.00| 550.00000 1100.00| 583.00000 1166.00
MONUMENT, SECTION CORNER | | |
0060 616-02320 90.000 SYS | 2.95000 265.50| 1.50000 135.00| 5.00000 450.00
GEOTEXTILES | | |
0061 616-06451 249.000 TON | 23.00000 5727.00| 55.00000 13695.00| 30.00000 7470.00
RIPRAP, UNIFORM | | |
0062 621-01004 4.000 EACH | 400.00000 1600.00| 350.00000 1400.00| 400.00000 1600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0063 621-02770 2634.000 SYS | 1.45000 3819.30| 1.24000 3266.16| 2.00000 5268.00
EROSION CONTROL BLANKET | | |
0064 621-06545 1.000 TON | 934.00000 934.00| 800.00000 800.00| 900.00000 900.00
FERTILIZER | | |
0065 621-06554 270.000 LBS | 13.22000 3569.40| 11.33000 3059.10| 13.00000 3510.00
SEED MIXTURE, U | | |
0066 621-06557 182.000 LBS | 6.10000 1110.20| 5.22000 950.04| 6.00000 1092.00
SEED MIXTURE, T | | |
0067 621-06565 8.000 TON | 233.40000 1867.20| 200.00000 1600.00| 215.00000 1720.00
MULCHING MATERIAL | | |
0068 621-06567 7.000 kGAL | 1.00000 7.00| 1.00000 7.00| 50.00000 350.00
WATER | | |
0069 621-06574 112.000 SYS | 3.35000 375.20| 2.90000 324.80| 3.00000 336.00
SODDING | | |
0070 621-06575 1937.000 SYS | 3.35000 6488.95| 2.90000 5617.30| 3.00000 5811.00
SODDING, NURSERY | | |
0071 628-09402 12.000 MOS | 1600.00000 19200.00| 2500.00000 30000.00| 1800.00000 21600.00
FIELD OFFICE, B | | |
0072 628-09407 12.000 MOS | 1.00000 12.00| 225.00000 2700.00| 100.00000 1200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0073 714-44240 1.430 CYS | 168.00000 240.24| 600.00000 858.00| 900.00000 1287.00
CONCRETE, A, STRUCTURES | | |
0074 715-02628 12.000 EACH | 460.00000 5520.00| 550.00000 6600.00| 375.00000 4500.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0075 715-02629 4.000 EACH | 680.00000 2720.00| 850.00000 3400.00| 600.00000 2400.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -15
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-03321 2.000 EACH | 485.00000 970.00| 550.00000 1100.00| 420.00000 840.00
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
0077 715-05149 77.000 LFT | 28.50000 2194.50| 25.00000 1925.00| 60.00000 4620.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0078 715-05151 404.000 LFT | 33.55000 13554.20| 30.00000 12120.00| 61.50000 24846.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0079 715-05151 25.000 LFT | 59.50000 1487.50| 55.00000 1375.00| 65.00000 1625.00
PIPE, TYPE 2, CIRCULAR, 15 IN. , | | |
MODIFIED | | |
0080 715-05152 698.000 LFT | 37.16000 25937.68| 35.00000 24430.00| 64.00000 44672.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0081 715-05152 178.000 LFT | 63.15000 11240.70| 45.00000 8010.00| 74.00000 13172.00
PIPE, TYPE 2, CIRCULAR, 18 IN. , | | |
MODIFIED | | |
0082 715-05168 12.000 LFT | 55.90000 670.80| 25.00000 300.00| 70.00000 840.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0083 715-05169 306.000 LFT | 32.50000 9945.00| 30.00000 9180.00| 61.50000 18819.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0084 720-44000 14.000 EACH | 280.00000 3920.00| 650.00000 9100.00| 600.00000 8400.00
CASTING, ADJUST TO GRADE | | |
0085 720-44025 2.000 EACH | 540.00000 1080.00| 900.00000 1800.00| 850.00000 1700.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0086 720-44055 1.000 EACH | 790.00000 790.00| 1100.00000 1100.00| 900.00000 900.00
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0087 720-45235 1.000 EACH | 1315.00000 1315.00| 1600.00000 1600.00| 1400.00000 1400.00
CATCH BASIN, E7 | | |
0088 720-45410 4.000 EACH | 1495.00000 5980.00| 2400.00000 9600.00| 1600.00000 6400.00
MANHOLE, C4 | | |
0089 720-45510 2.000 EACH | 1600.00000 3200.00| 2400.00000 4800.00| 2000.00000 4000.00
MANHOLE, C4, MODIFIED | | |
0090 720-45605 12.000 LFT | 705.00000 8460.00| 600.00000 7200.00| 600.00000 7200.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0091 801-03290 4.000 EACH | 365.00000 1460.00| 200.00000 800.00| 350.00000 1400.00
CONSTRUCTION SIGN, C | | |
0092 801-06203 32744.000 LFT | 0.26000 8513.44| 0.15000 4911.60| 0.25000 8186.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0093 801-06207 42588.000 LFT | 0.68000 28959.84| 1.00000 42588.00| 0.60000 25552.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -16
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 801-06211 73.000 EACH | 64.20000 4686.60| 40.00000 2920.00| 59.00000 4307.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0095 801-06216 602.000 LFT | 2.22000 1336.44| 2.00000 1204.00| 2.00000 1204.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0096 801-06640 35.000 EACH | 180.00000 6300.00| 150.00000 5250.00| 165.00000 5775.00
CONSTRUCTION SIGN, A | | |
0097 801-06645 10.000 EACH | 91.00000 910.00| 70.00000 700.00| 85.00000 850.00
CONSTRUCTION SIGN, B | | |
0098 801-06710 60.000 DAY | 15.00000 900.00| 10.00000 600.00| 43.00000 2580.00
FLASHING ARROW SIGN | | |
0099 801-06775 LUMP | 60000.00000 60000.00| 87500.00000 87500.00| 87000.00000 87000.00
MAINTAINING TRAFFIC | | |
0100 801-07119 156.000 LFT | 20.70000 3229.20| 12.00000 1872.00| 19.00000 2964.00
BARRICADE, III-B | | |
0101 801-94295 12.000 EACH | 145.85000 1750.20| 250.00000 3000.00| 266.00000 3192.00
SIGNAL HEAD, RELOCATE | | |
0102 802-05701 71.300 LFT | 16.35000 1165.76| 18.00000 1283.40| 20.00000 1426.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 22.700 LFT | 13.40000 304.18| 17.50000 397.25| 19.00000 431.30
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-76025 96.500 SFT | 22.15000 2137.48| 22.50000 2171.25| 24.00000 2316.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0105 802-76035 19.500 SFT | 24.50000 477.75| 25.00000 487.50| 27.00000 526.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0106 802-76045 25.500 SFT | 26.85000 684.68| 27.00000 688.50| 29.00000 739.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0107 805-01815 4.000 EACH | 3267.35000 13069.40| 2190.00000 8760.00| 2350.00000 9400.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0108 805-01842 8.000 EACH | 1225.25000 9802.00| 893.00000 7144.00| 950.00000 7600.00
HANDHOLE, SIGNAL | | |
0109 805-01879 1.000 EACH | 992.00000 992.00| 893.00000 893.00| 1000.00000 1000.00
SIGNAL SERVICE, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -17
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 805-02152 2.000 EACH | 671.00000 1342.00| 689.00000 1378.00| 730.00000 1460.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0111 805-06592 4215.000 LFT | 9.35000 39410.25| 9.50000 40042.50| 10.00000 42150.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0112 805-78100 1.000 EACH | 14000.00000 14000.00| 12523.00000 12523.00| 13300.00000 13300.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0113 805-78205 4.000 EACH | 787.65000 3150.60| 786.00000 3144.00| 840.00000 3360.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0114 805-78230 4.000 EACH | 1137.75000 4551.00| 1256.00000 5024.00| 1330.00000 5320.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0115 805-78370 2.000 EACH | 204.20000 408.40| 244.00000 488.00| 300.00000 600.00
PEDESTRIAN PUSH BUTTON | | |
0116 805-78415 4.000 EACH | 2217.15000 8868.60| 1702.00000 6808.00| 1800.00000 7200.00
SPAN, CATENARY, AND TETHER | | |
0117 805-78420 4.000 EACH | 320.98000 1283.92| 213.00000 852.00| 230.00000 920.00
DISCONNECT HANGER | | |
0118 805-78467 40.000 LFT | 2.92000 116.80| 2.20000 88.00| 4.00000 160.00
SIGNAL CABLE, 3C 8GA. | | |
0119 805-78470 10472.000 LFT | 0.75000 7854.00| 0.80000 8377.60| 0.85000 8901.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0120 805-78485 850.000 LFT | 1.93000 1640.50| 1.30000 1105.00| 1.50000 1275.00
SIGNAL CABLE, 5C 14GA. | | |
0121 805-78490 1585.000 LFT | 2.04000 3233.40| 1.50000 2377.50| 1.60000 2536.00
SIGNAL CABLE, 7C 14GA. | | |
0122 805-78510 4185.000 LFT | 1.00000 4185.00| 0.75000 3138.75| 0.80000 3348.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0123 805-78785 19.000 EACH | 1050.00000 19950.00| 667.00000 12673.00| 707.00000 13433.00
SIGNAL DETECTOR HOUSING | | |
0124 805-78795 3454.000 LFT | 7.00000 24178.00| 7.00000 24178.00| 7.50000 25905.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0125 805-78925 1.000 EACH | 1400.00000 1400.00| 1100.00000 1100.00| 1200.00000 1200.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0126 805-81032 3.000 EACH | 4900.00000 14700.00| 3883.00000 11649.00| 4115.00000 12345.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0127 805-81060 1.000 EACH | 5718.00000 5718.00| 4714.00000 4714.00| 5000.00000 5000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -18
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0128 805-92504 17.000 EACH | 320.98000 5456.66| 298.00000 5066.00| 316.00000 5372.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0129 805-96014 100.000 LFT | 2.25000 225.00| 3.00000 300.00| 12.00000 1200.00
SAW CUT, FULL DEPTH | | |
0130 807-03594 1.000 EACH | 1285.00000 1285.00| 1011.00000 1011.00| 1100.00000 1100.00
RELOCATE EXISTING LIGHT | | |
0131 808-06694 544.000 LFT | 1.00000 544.00| 0.70000 380.80| 0.90000 489.60
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0132 808-06703 5141.000 LFT | 0.50000 2570.50| 0.50000 2570.50| 0.50000 2570.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0133 808-06713 7594.000 LFT | 0.28000 2126.32| 0.16000 1215.04| 0.25000 1898.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0134 808-06714 261.000 LFT | 0.58000 151.38| 0.16000 41.76| 1.00000 261.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0135 808-06716 10905.000 LFT | 0.50000 5452.50| 0.30000 3271.50| 0.45000 4907.25
LINE, REMOVE | | |
0136 808-06723 2.000 EACH | 35.00000 70.00| 50.00000 100.00| 35.00000 70.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0137 808-75090 40.000 LFT | 5.25000 210.00| 4.00000 160.00| 5.00000 200.00
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 24 IN. | | |
0138 808-75245 690.000 LFT | 0.50000 345.00| 0.50000 345.00| 1.00000 690.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0139 808-75278 146.000 LFT | 2.33000 340.18| 2.00000 292.00| 2.50000 365.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0140 808-75290 793.000 LFT | 4.50000 3568.50| 4.00000 3172.00| 4.00000 3172.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0141 808-75297 281.000 LFT | 4.50000 1264.50| 4.00000 1124.00| 4.00000 1124.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0142 808-75300 184.000 LFT | 1.40000 257.60| 1.00000 184.00| 2.00000 368.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0143 808-75320 29.000 EACH | 102.70000 2978.30| 70.00000 2030.00| 95.00000 2755.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -19
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1875662 |( 6 ) 35-1461789
|SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75325 15.000 EACH | 11.65000 174.75| 100.00000 1500.00| 20.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0145 808-75996 196.000 EACH | 8.15000 1597.40| 6.50000 1274.00| 12.00000 2352.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0146 808-75998 196.000 EACH | 21.95000 4302.20| 20.00000 3920.00| 22.80000 4468.80
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 808-92027 5771.000 LFT | 1.00000 5771.00| 1.25000 7213.75| 0.90000 5193.90
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,744,996.29| $ 1,802,332.83| $ 1,851,096.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,744,996.29| $ 1,802,332.83| $ 1,851,096.35
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -20
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 125.00000 250.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 65.00000 1560.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 51000.00000 51000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 60000.00000 60000.00| |
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 2400.00000 2400.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02241 130.000 LFT | 3.50000 455.00| |
GUARDRAIL, REMOVE | | |
0015 202-02245 11.000 EACH | 310.00000 3410.00| |
TREE, 6 IN., REMOVE | | |
0016 202-02271 1.000 EACH | 300.00000 300.00| |
HEADWALL, REMOVE | | |
0017 202-02273 30.000 SYS | 30.00000 900.00| |
CENTER CURB, CONCRETE, REMOVE | | |
0018 202-02278 281.000 LFT | 13.00000 3653.00| |
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -21
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-02279 614.000 LFT | 12.00000 7368.00| |
CURB AND GUTTER, REMOVE | | |
0020 202-52710 185.000 SYS | 13.00000 2405.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0021 202-74045 8.000 EACH | 58.50000 468.00| |
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0022 202-91385 3.000 EACH | 450.00000 1350.00| |
INLET, REMOVE | | |
0023 202-93047 1.000 EACH | 550.00000 550.00| |
MANHOLE, REMOVE | | |
0024 202-96133 1002.000 LFT | 11.00000 11022.00| |
PIPE, REMOVE | | |
0025 203-02000 5625.000 CYS | 22.00000 123750.00| |
EXCAVATION, COMMON | | |
0026 203-02070 805.000 CYS | 10.00000 8050.00| |
BORROW | | |
0027 205-03371 143.000 CYS | 26.00000 3718.00| |
SEDIMENT, REMOVE | | |
0028 205-06931 65.000 TON | 60.00000 3900.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06933 1.000 EACH | 100.00000 100.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06936 51.800 TON | 76.00000 3936.80| |
TEMPORARY SEDIMENT TRAP | | |
0031 205-06937 2180.000 LFT | 4.00000 8720.00| |
TEMPORARY SILT FENCE | | |
0032 207-08263 10418.000 SYS | 12.00000 125016.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0033 211-07454 580.700 CYS | 19.00000 11033.30| |
STRUCTURE BACKFILL | | |
0034 301-07448 3257.000 TON | 23.00000 74911.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0035 303-02051 90.000 TON | 23.00000 2070.00| |
STONE, NO 2 | | |
0036 303-08210 273.000 TON | 53.00000 14469.00| |
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0037 306-08034 1452.000 SYS | 0.90000 1306.80| |
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -22
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 306-08036 13975.000 SYS | 0.90000 12577.50| |
MILLING, ASPHALT, 2 IN. | | |
0039 306-08043 865.000 SYS | 0.90000 778.50| |
MILLING, TRANSITION | | |
0040 401-06264 LUMP | 2900.00000 2900.00| |
PROFILOGRAPH, HMA | | |
0041 401-07335 2029.000 TON | 93.00000 188697.00| |
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0042 401-07404 3519.000 TON | 61.00000 214659.00| |
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0043 401-07409 3834.000 TON | 58.00000 222372.00| |
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0044 406-05520 17.000 TON | 480.00000 8160.00| |
ASPHALT FOR TACK COAT | | |
0045 601-01839 1.000 EACH | 2100.00000 2100.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0046 601-94689 1.000 EACH | 2925.00000 2925.00| |
GUARDRAIL END TREATMENT, OS | | |
0047 601-99105 119.000 LFT | 23.00000 2737.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0048 601-99132 2.000 EACH | 100.00000 200.00| |
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0049 604-06070 97.000 SYS | 68.00000 6596.00| |
SIDEWALK, CONCRETE | | |
0050 604-07897 10.000 SYS | 200.00000 2000.00| |
CURB RAMP, CONCRETE, C , MODIFIED | | |
0051 605-06120 40.000 LFT | 45.00000 1800.00| |
CURB, CONCRETE | | |
0052 605-06140 249.000 LFT | 31.00000 7719.00| |
CURB AND GUTTER, CONCRETE | | |
0053 605-06255 10.000 SYS | 150.00000 1500.00| |
CENTER CURB, D, CONCRETE | | |
0054 606-07484 5522.000 LFT | 0.80000 4417.60| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0055 610-07486 1840.000 TON | 72.00000 132480.00| |
HMA FOR APPROACHES, TYPE A | | |
0056 611-06497 2.000 EACH | 200.00000 400.00| |
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -23
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 615-06490 32.000 EACH | 134.00000 4288.00| |
RIGHT OF WAY MARKER | | |
0058 615-06505 10.000 EACH | 675.00000 6750.00| |
MONUMENT, B | | |
0059 615-06527 2.000 EACH | 550.00000 1100.00| |
MONUMENT, SECTION CORNER | | |
0060 616-02320 90.000 SYS | 2.00000 180.00| |
GEOTEXTILES | | |
0061 616-06451 249.000 TON | 44.00000 10956.00| |
RIPRAP, UNIFORM | | |
0062 621-01004 4.000 EACH | 350.00000 1400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0063 621-02770 2634.000 SYS | 2.00000 5268.00| |
EROSION CONTROL BLANKET | | |
0064 621-06545 1.000 TON | 800.00000 800.00| |
FERTILIZER | | |
0065 621-06554 270.000 LBS | 12.00000 3240.00| |
SEED MIXTURE, U | | |
0066 621-06557 182.000 LBS | 5.50000 1001.00| |
SEED MIXTURE, T | | |
0067 621-06565 8.000 TON | 200.00000 1600.00| |
MULCHING MATERIAL | | |
0068 621-06567 7.000 kGAL | 1.00000 7.00| |
WATER | | |
0069 621-06574 112.000 SYS | 3.75000 420.00| |
SODDING | | |
0070 621-06575 1937.000 SYS | 3.75000 7263.75| |
SODDING, NURSERY | | |
0071 628-09402 12.000 MOS | 2000.00000 24000.00| |
FIELD OFFICE, B | | |
0072 628-09407 12.000 MOS | 230.00000 2760.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0073 714-44240 1.430 CYS | 135.00000 193.05| |
CONCRETE, A, STRUCTURES | | |
0074 715-02628 12.000 EACH | 550.00000 6600.00| |
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0075 715-02629 4.000 EACH | 780.00000 3120.00| |
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -24
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-03321 2.000 EACH | 610.00000 1220.00| |
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
0077 715-05149 77.000 LFT | 29.00000 2233.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0078 715-05151 404.000 LFT | 30.00000 12120.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0079 715-05151 25.000 LFT | 75.00000 1875.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. , | | |
MODIFIED | | |
0080 715-05152 698.000 LFT | 33.00000 23034.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0081 715-05152 178.000 LFT | 62.00000 11036.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. , | | |
MODIFIED | | |
0082 715-05168 12.000 LFT | 29.00000 348.00| |
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0083 715-05169 306.000 LFT | 30.00000 9180.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0084 720-44000 14.000 EACH | 630.00000 8820.00| |
CASTING, ADJUST TO GRADE | | |
0085 720-44025 2.000 EACH | 695.00000 1390.00| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0086 720-44055 1.000 EACH | 980.00000 980.00| |
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0087 720-45235 1.000 EACH | 1550.00000 1550.00| |
CATCH BASIN, E7 | | |
0088 720-45410 4.000 EACH | 2300.00000 9200.00| |
MANHOLE, C4 | | |
0089 720-45510 2.000 EACH | 2100.00000 4200.00| |
MANHOLE, C4, MODIFIED | | |
0090 720-45605 12.000 LFT | 500.00000 6000.00| |
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0091 801-03290 4.000 EACH | 197.00000 788.00| |
CONSTRUCTION SIGN, C | | |
0092 801-06203 32744.000 LFT | 0.15000 4911.60| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0093 801-06207 42588.000 LFT | 0.96000 40884.48| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -25
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 801-06211 73.000 EACH | 38.00000 2774.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0095 801-06216 602.000 LFT | 2.00000 1204.00| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0096 801-06640 35.000 EACH | 140.00000 4900.00| |
CONSTRUCTION SIGN, A | | |
0097 801-06645 10.000 EACH | 71.00000 710.00| |
CONSTRUCTION SIGN, B | | |
0098 801-06710 60.000 DAY | 10.00000 600.00| |
FLASHING ARROW SIGN | | |
0099 801-06775 LUMP | 100000.00000 100000.00| |
MAINTAINING TRAFFIC | | |
0100 801-07119 156.000 LFT | 11.00000 1716.00| |
BARRICADE, III-B | | |
0101 801-94295 12.000 EACH | 260.00000 3120.00| |
SIGNAL HEAD, RELOCATE | | |
0102 802-05701 71.300 LFT | 18.00000 1283.40| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 22.700 LFT | 18.00000 408.60| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-76025 96.500 SFT | 23.00000 2219.50| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0105 802-76035 19.500 SFT | 26.00000 507.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0106 802-76045 25.500 SFT | 27.00000 688.50| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0107 805-01815 4.000 EACH | 2200.00000 8800.00| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0108 805-01842 8.000 EACH | 900.00000 7200.00| |
HANDHOLE, SIGNAL | | |
0109 805-01879 1.000 EACH | 900.00000 900.00| |
SIGNAL SERVICE, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -26
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 805-02152 2.000 EACH | 690.00000 1380.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0111 805-06592 4215.000 LFT | 10.00000 42150.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0112 805-78100 1.000 EACH | 12600.00000 12600.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0113 805-78205 4.000 EACH | 800.00000 3200.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0114 805-78230 4.000 EACH | 1300.00000 5200.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0115 805-78370 2.000 EACH | 250.00000 500.00| |
PEDESTRIAN PUSH BUTTON | | |
0116 805-78415 4.000 EACH | 1750.00000 7000.00| |
SPAN, CATENARY, AND TETHER | | |
0117 805-78420 4.000 EACH | 220.00000 880.00| |
DISCONNECT HANGER | | |
0118 805-78467 40.000 LFT | 3.00000 120.00| |
SIGNAL CABLE, 3C 8GA. | | |
0119 805-78470 10472.000 LFT | 0.80000 8377.60| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0120 805-78485 850.000 LFT | 1.30000 1105.00| |
SIGNAL CABLE, 5C 14GA. | | |
0121 805-78490 1585.000 LFT | 1.50000 2377.50| |
SIGNAL CABLE, 7C 14GA. | | |
0122 805-78510 4185.000 LFT | 1.00000 4185.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0123 805-78785 19.000 EACH | 670.00000 12730.00| |
SIGNAL DETECTOR HOUSING | | |
0124 805-78795 3454.000 LFT | 7.00000 24178.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0125 805-78925 1.000 EACH | 1100.00000 1100.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0126 805-81032 3.000 EACH | 3900.00000 11700.00| |
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0127 805-81060 1.000 EACH | 4800.00000 4800.00| |
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -27
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0128 805-92504 17.000 EACH | 300.00000 5100.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0129 805-96014 100.000 LFT | 6.00000 600.00| |
SAW CUT, FULL DEPTH | | |
0130 807-03594 1.000 EACH | 1050.00000 1050.00| |
RELOCATE EXISTING LIGHT | | |
0131 808-06694 544.000 LFT | 0.70000 380.80| |
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0132 808-06703 5141.000 LFT | 0.50000 2570.50| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0133 808-06713 7594.000 LFT | 0.20000 1518.80| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0134 808-06714 261.000 LFT | 0.20000 52.20| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0135 808-06716 10905.000 LFT | 0.29000 3162.45| |
LINE, REMOVE | | |
0136 808-06723 2.000 EACH | 47.00000 94.00| |
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0137 808-75090 40.000 LFT | 4.00000 160.00| |
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 24 IN. | | |
0138 808-75245 690.000 LFT | 0.50000 345.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0139 808-75278 146.000 LFT | 2.00000 292.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0140 808-75290 793.000 LFT | 4.00000 3172.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0141 808-75297 281.000 LFT | 4.00000 1124.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0142 808-75300 184.000 LFT | 1.00000 184.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0143 808-75320 29.000 EACH | 66.00000 1914.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 240 -28
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 240 CONTRACT ID : R -29105-A COUNTIES : HAMILTON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75325 15.000 EACH | 100.00000 1500.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0145 808-75996 196.000 EACH | 10.50000 2058.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0146 808-75998 196.000 EACH | 22.00000 4312.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 808-92027 5771.000 LFT | 1.30000 7502.30| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,911,520.53| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,911,520.53| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -1
VENDOR RANKING
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9941019
9941019
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,571,465.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,584,423.00 100.8246%
3 35-1385672 FORCE CONSTRUCTION CO INC $ 1,592,897.55 101.3639%
4 35-1357381 O`MARA DAVE CONTRACTOR $ 1,638,564.95 104.2699%
5 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,657,420.00 105.4697%
6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,662,300.00 105.7803%
7 35-1917625 MILESTONE CONTRACTORS LP $ 1,688,900.00 107.4730%
8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,909,909.09 121.5369%
9 35-1875662 CRIDER & CRIDER INC $ 1,930,644.13 122.8563%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -2
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION AND WIDENING
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 14000.00000 14000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 110-01001 LUMP | 70000.00000 70000.00| 80000.00000 80000.00| 79650.00000 79650.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 9000.00000 9000.00| 23800.00000 23800.00| 10500.00000 10500.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 91.000 SYS | 13.50000 1228.50| 25.00000 2275.00| 9.93000 903.63
PAVEMENT REMOVAL | | |
0011 202-02241 82.000 LFT | 4.75000 389.50| 10.00000 820.00| 7.00000 574.00
GUARDRAIL, REMOVE | | |
0012 202-62420 155.000 LFT | 114.56000 17756.80| 10.00000 1550.00| 12.99000 2013.45
BRIDGE RAILING, REMOVE | | |
0013 203-02000 12690.000 CYS | 10.50000 133245.00| 14.00000 177660.00| 12.86000 163193.40
EXCAVATION, COMMON | | |
0014 203-51223 155.000 CYS | 20.00000 3100.00| 15.00000 2325.00| 18.86000 2923.30
EXCAVATION, WATERWAY | | |
0015 205-06931 10.000 TON | 40.00000 400.00| 65.00000 650.00| 76.65000 766.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 217.000 LFT | 5.00000 1085.00| 9.40000 2039.80| 8.00000 1736.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 2.000 EACH | 50.00000 100.00| 84.00000 168.00| 85.00000 170.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 1760.000 LFT | 1.50000 2640.00| 1.20000 2112.00| 1.25000 2200.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -3
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08262 17032.000 SYS | 5.35000 91121.20| 4.00000 68128.00| 3.55000 60463.60
SUBGRADE TREATMENT, TYPE I | | |
0020 207-08264 1306.000 SYS | 4.35000 5681.10| 8.00000 10448.00| 13.00000 16978.00
SUBGRADE TREATMENT, TYPE II | | |
0021 211-09264 135.000 CYS | 50.00000 6750.00| 17.00000 2295.00| 23.59000 3184.65
STRUCTURE BACKFILL, TYPE 1 | | |
0022 213-52830 7.400 CYS | 200.00000 1480.00| 150.00000 1110.00| 102.54000 758.80
FLOWABLE MORTAR | | |
0023 301-07448 2839.000 TON | 20.00000 56780.00| 15.00000 42585.00| 18.27000 51868.53
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 33.400 CYS | 65.00000 2171.00| 50.00000 1670.00| 59.24000 1978.62
DENSE GRADED SUBBASE | | |
0025 306-08033 566.000 SYS | 5.00000 2830.00| 4.00000 2264.00| 2.50000 1415.00
MILLING, ASPHALT, 1 IN. | | |
0026 306-08041 211.000 SYS | 4.25000 896.75| 12.50000 2637.50| 3.00000 633.00
MILLING, PCCP | | |
0027 306-08043 40.000 SYS | 11.46000 458.40| 12.00000 480.00| 2.50000 100.00
MILLING, TRANSITION | | |
0028 401-07321 1421.000 TON | 71.50000 101601.50| 60.00000 85260.00| 64.00000 90944.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07390 1719.000 TON | 57.50000 98842.50| 58.00000 99702.00| 52.00000 89388.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0032 401-07423 4745.000 TON | 58.00000 275210.00| 54.00000 256230.00| 52.00000 246740.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0033 401-07429 1690.000 TON | 64.00000 108160.00| 61.00000 103090.00| 60.00000 101400.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0034 402-07451 118.000 TON | 65.00000 7670.00| 56.00000 6608.00| 60.00000 7080.00
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 14.000 TON | 565.00000 7910.00| 1.00000 14.00| 600.00000 8400.00
ASPHALT FOR TACK COAT | | |
0036 601-01522 4.000 EACH | 1750.00000 7000.00| 1925.00000 7700.00| 1925.00000 7700.00
GUARDRAIL TRANSITION TYPE TGB | | |
0037 601-01700 1.000 EACH | 1660.00000 1660.00| 1380.00000 1380.00| 1380.00000 1380.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 2440.00000 7320.00| 2300.00000 6900.00| 2300.00000 6900.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 81.000 LFT | 25.30000 2049.30| 17.00000 1377.00| 17.00000 1377.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -4
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 609-06259 201.000 SYS | 82.55000 16592.55| 80.00000 16080.00| 79.76000 16031.76
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0041 610-07486 134.000 TON | 123.00000 16482.00| 120.00000 16080.00| 130.00000 17420.00
HMA FOR APPROACHES, TYPE A | | |
0042 610-08446 111.000 SYS | 55.00000 6105.00| 45.00000 4995.00| 44.00000 4884.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-06497 8.000 EACH | 145.00000 1160.00| 160.00000 1280.00| 160.00000 1280.00
MAILBOX ASSEMBLY, SINGLE | | |
0044 615-06490 34.000 EACH | 125.00000 4250.00| 115.00000 3910.00| 115.00000 3910.00
RIGHT OF WAY MARKER | | |
0045 615-06505 18.000 EACH | 490.00000 8820.00| 530.00000 9540.00| 530.00000 9540.00
MONUMENT, B | | |
0046 615-06527 1.000 EACH | 390.00000 390.00| 485.00000 485.00| 485.00000 485.00
MONUMENT, SECTION CORNER | | |
0047 616-02320 1476.000 SYS | 6.92000 10213.92| 3.75000 5535.00| 9.95000 14686.20
GEOTEXTILES | | |
0048 616-06405 1818.000 TON | 19.43000 35323.74| 24.00000 43632.00| 23.16000 42104.88
RIPRAP, REVETMENT | | |
0049 621-01004 3.000 EACH | 388.00000 1164.00| 388.00000 1164.00| 800.00000 2400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-06545 2.500 TON | 1591.00000 3977.50| 1591.00000 3977.50| 1000.00000 2500.00
FERTILIZER | | |
0051 621-06554 1042.000 LBS | 3.34000 3480.28| 3.34000 3480.28| 2.25000 2344.50
SEED MIXTURE, U | | |
0052 621-06565 12.300 TON | 375.00000 4612.50| 375.00000 4612.50| 350.00000 4305.00
MULCHING MATERIAL | | |
0053 621-06567 6.300 kGAL | 10.00000 63.00| 10.00000 63.00| 1.00000 6.30
WATER | | |
0054 621-06574 1750.000 SYS | 3.18000 5565.00| 2.68000 4690.00| 3.25000 5687.50
SODDING | | |
0055 628-09401 14.000 MOS | 1950.00000 27300.00| 2000.00000 28000.00| 1694.19000 23718.66
FIELD OFFICE, A | | |
0056 701-51190 472.000 LFT | 52.93000 24982.96| 60.00000 28320.00| 79.66000 37599.52
PILE, STEEL H, HP 10" X 42 | | |
0057 701-91792 16.000 EACH | 120.75000 1932.00| 125.00000 2000.00| 94.50000 1512.00
PILE TIP, STEEL H | | |
0058 701-97805 88.000 LFT | 281.47000 24769.36| 300.00000 26400.00| 114.38000 10065.44
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 10 X 42 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -5
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 702-51863 394.000 EACH | 8.30000 3270.20| 15.00000 5910.00| 13.62000 5366.28
FIELD DRILLED HOLE IN CONCRETE | | |
0060 703-51032 40450.000 LBS | 0.88000 35596.00| 0.90000 36405.00| 0.97000 39236.50
REINFORCING STEEL, EPOXY COATED | | |
0061 704-51002 88.200 CYS | 725.10000 63953.82| 700.00000 61740.00| 946.41000 83473.36
CONCRETE, C, SUPERSTRUCTURE | | |
0062 706-06341 168.000 LFT | 135.00000 22680.00| 144.00000 24192.00| 144.00000 24192.00
RAILING, PF-2 | | |
0063 706-51020 18.600 CYS | 1562.00000 29053.20| 1200.00000 22320.00| 2853.91000 53082.73
CONCRETE, C, RAILING | | |
0064 709-51821 LUMP | 1666.00000 1666.00| 3000.00000 3000.00| 1490.00000 1490.00
SURFACE SEAL | | |
0065 712-04960 LUMP | 1850.00000 1850.00| 1400.00000 1400.00| 5541.13000 5541.13
RELOCATE EXISTING CONCRETE POSTS | | |
0066 715-05048 6744.000 LFT | 2.50000 16860.00| 3.14000 21176.16| 3.16000 21311.04
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05053 682.000 LFT | 16.00000 10912.00| 10.00000 6820.00| 19.90000 13571.80
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0068 715-05119 77.000 LFT | 20.00000 1540.00| 33.00000 2541.00| 25.40000 1955.80
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0069 715-05149 221.000 LFT | 15.00000 3315.00| 20.00000 4420.00| 16.02000 3540.42
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05168 67.000 LFT | 18.00000 1206.00| 28.00000 1876.00| 24.03000 1610.01
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0071 715-05169 653.000 LFT | 19.00000 12407.00| 30.00000 19590.00| 30.09000 19648.77
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0072 715-05171 350.000 LFT | 19.00000 6650.00| 30.00000 10500.00| 34.12000 11942.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0073 715-46000 5.000 EACH | 200.00000 1000.00| 440.00000 2200.00| 338.37000 1691.85
PIPE END SECTION, 12 IN. | | |
0074 715-46005 22.000 EACH | 250.00000 5500.00| 470.00000 10340.00| 341.58000 7514.76
PIPE END SECTION, 15 IN. | | |
0075 715-46010 2.000 EACH | 300.00000 600.00| 500.00000 1000.00| 355.31000 710.62
PIPE END SECTION, 18 IN. | | |
0076 718-06529 13.000 EACH | 600.00000 7800.00| 500.00000 6500.00| 695.79000 9045.27
OUTLET PROTECTOR, 2 | | |
0077 718-06532 3000.000 LFT | 0.85000 2550.00| 0.80000 2400.00| 1.00000 3000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0078 718-52610 605.000 CYS | 28.00000 16940.00| 24.50000 14822.50| 30.17000 18252.85
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -6
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 718-99153 4684.000 SYS | 1.00000 4684.00| 1.40000 6557.60| 1.16000 5433.44
GEOTEXTILES FOR UNDERDRAIN | | |
0080 720-45260 2.000 EACH | 250.00000 500.00| 1200.00000 2400.00| 771.20000 1542.40
PIPE CATCH BASIN, 12 IN. | | |
0081 722-51842 362.000 SYS | 107.82000 39030.84| 70.00000 25340.00| 70.48000 25513.76
BRIDGE DECK OVERLAY | | |
0082 722-51846 2.400 CYS | 330.00000 792.00| 330.00000 792.00| 330.00000 792.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0083 722-51852 95.000 SFT | 16.10000 1529.50| 10.00000 950.00| 30.00000 2850.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0084 801-04308 4.000 EACH | 325.00000 1300.00| 325.00000 1300.00| 325.00000 1300.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 3000.000 LFT | 0.17000 510.00| 0.17000 510.00| 0.50000 1500.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0086 801-06207 3000.000 LFT | 1.10000 3300.00| 1.10000 3300.00| 0.60000 1800.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06625 19.000 EACH | 85.00000 1615.00| 85.00000 1615.00| 145.00000 2755.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0088 801-06640 17.000 EACH | 175.00000 2975.00| 175.00000 2975.00| 145.00000 2465.00
CONSTRUCTION SIGN, A | | |
0089 801-06775 LUMP | 10200.96000 10200.96| 43000.04000 43000.04| 23597.72000 23597.72
MAINTAINING TRAFFIC | | |
0090 801-07119 420.000 LFT | 12.50000 5250.00| 12.50000 5250.00| 3.75000 1575.00
BARRICADE, III-B | | |
0091 802-05701 138.000 LFT | 16.50000 2277.00| 11.00000 1518.00| 11.00000 1518.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0092 802-76025 55.000 SFT | 18.50000 1017.50| 19.70000 1083.50| 19.70000 1083.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0093 802-76035 12.000 SFT | 19.00000 228.00| 21.50000 258.00| 21.50000 258.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0094 805-96014 572.000 LFT | 3.25000 1859.00| 1.00000 572.00| 1.00000 572.00
SAW CUT, FULL DEPTH | | |
0095 808-03631 238.000 LFT | 5.60000 1332.80| 5.60000 1332.80| 6.00000 1428.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0096 808-03632 238.000 LFT | 5.60000 1332.80| 5.60000 1332.80| 6.00000 1428.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -7
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1385672
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 808-06703 8054.000 LFT | 0.34000 2738.36| 0.34000 2738.36| 0.40000 3221.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0098 808-75245 6684.000 LFT | 0.34000 2272.56| 0.34000 2272.56| 0.40000 2673.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0099 808-75278 326.000 LFT | 3.50000 1141.00| 3.50000 1141.00| 2.00000 652.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0100 808-75297 125.000 LFT | 10.00000 1250.00| 10.00000 1250.00| 5.00000 625.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0101 808-75320 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 100.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0102 808-75325 3.000 EACH | 175.00000 525.00| 175.00000 525.00| 50.00000 150.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0103 808-75998 122.000 EACH | 24.05000 2934.10| 24.05000 2934.10| 24.05000 2934.10
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 808-92027 946.000 LFT | 1.50000 1419.00| 1.50000 1419.00| 1.00000 946.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,571,465.00| $ 1,584,423.00| $ 1,592,897.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,571,465.00| $ 1,584,423.00| $ 1,592,897.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -8
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION AND WIDENING
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 14000.00000 14000.00| 15870.00000 15870.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 110-01001 LUMP | 84000.00000 84000.00| 70000.00000 70000.00| 56078.60000 56078.60
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 25000.00000 25000.00| 27150.61000 27150.61| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 91.000 SYS | 20.00000 1820.00| 16.00000 1456.00| 50.00000 4550.00
PAVEMENT REMOVAL | | |
0011 202-02241 82.000 LFT | 7.00000 574.00| 10.00000 820.00| 12.00000 984.00
GUARDRAIL, REMOVE | | |
0012 202-62420 155.000 LFT | 9.20000 1426.00| 43.99000 6818.45| 114.56000 17756.80
BRIDGE RAILING, REMOVE | | |
0013 203-02000 12690.000 CYS | 15.00000 190350.00| 10.00000 126900.00| 18.50000 234765.00
EXCAVATION, COMMON | | |
0014 203-51223 155.000 CYS | 16.00000 2480.00| 42.80000 6634.00| 20.00000 3100.00
EXCAVATION, WATERWAY | | |
0015 205-06931 10.000 TON | 51.00000 510.00| 44.00000 440.00| 60.00000 600.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 217.000 LFT | 10.00000 2170.00| 9.40000 2039.80| 8.00000 1736.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 2.000 EACH | 100.00000 200.00| 84.00000 168.00| 85.00000 170.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 1760.000 LFT | 1.50000 2640.00| 1.20000 2112.00| 1.25000 2200.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -9
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08262 17032.000 SYS | 5.80000 98785.60| 5.05000 86011.60| 5.00000 85160.00
SUBGRADE TREATMENT, TYPE I | | |
0020 207-08264 1306.000 SYS | 8.30000 10839.80| 13.25000 17304.50| 9.00000 11754.00
SUBGRADE TREATMENT, TYPE II | | |
0021 211-09264 135.000 CYS | 31.00000 4185.00| 33.00000 4455.00| 16.00000 2160.00
STRUCTURE BACKFILL, TYPE 1 | | |
0022 213-52830 7.400 CYS | 115.00000 851.00| 228.00000 1687.20| 250.00000 1850.00
FLOWABLE MORTAR | | |
0023 301-07448 2839.000 TON | 16.00000 45424.00| 23.00000 65297.00| 19.50000 55360.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 33.400 CYS | 40.00000 1336.00| 54.00000 1803.60| 65.00000 2171.00
DENSE GRADED SUBBASE | | |
0025 306-08033 566.000 SYS | 9.50000 5377.00| 4.25000 2405.50| 9.00000 5094.00
MILLING, ASPHALT, 1 IN. | | |
0026 306-08041 211.000 SYS | 9.50000 2004.50| 4.25000 896.75| 3.75000 791.25
MILLING, PCCP | | |
0027 306-08043 40.000 SYS | 22.00000 880.00| 4.25000 170.00| 14.00000 560.00
MILLING, TRANSITION | | |
0028 401-07321 1421.000 TON | 60.00000 85260.00| 71.50000 101601.50| 64.00000 90944.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07390 1719.000 TON | 52.00000 89388.00| 57.50000 98842.50| 52.00000 89388.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0032 401-07423 4745.000 TON | 52.00000 246740.00| 58.00000 275210.00| 52.00000 246740.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0033 401-07429 1690.000 TON | 61.00000 103090.00| 64.00000 108160.00| 60.00000 101400.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0034 402-07451 118.000 TON | 75.00000 8850.00| 65.00000 7670.00| 60.00000 7080.00
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 14.000 TON | 420.00000 5880.00| 565.00000 7910.00| 600.00000 8400.00
ASPHALT FOR TACK COAT | | |
0036 601-01522 4.000 EACH | 2100.00000 8400.00| 1925.00000 7700.00| 1925.00000 7700.00
GUARDRAIL TRANSITION TYPE TGB | | |
0037 601-01700 1.000 EACH | 1500.00000 1500.00| 1380.00000 1380.00| 1380.00000 1380.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 2500.00000 7500.00| 2300.00000 6900.00| 2300.00000 6900.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 81.000 LFT | 18.00000 1458.00| 17.00000 1377.00| 17.00000 1377.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -10
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 609-06259 201.000 SYS | 55.00000 11055.00| 100.00000 20100.00| 82.55000 16592.55
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0041 610-07486 134.000 TON | 95.00000 12730.00| 123.00000 16482.00| 130.00000 17420.00
HMA FOR APPROACHES, TYPE A | | |
0042 610-08446 111.000 SYS | 38.00000 4218.00| 56.00000 6216.00| 50.00000 5550.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-06497 8.000 EACH | 180.00000 1440.00| 160.00000 1280.00| 160.00000 1280.00
MAILBOX ASSEMBLY, SINGLE | | |
0044 615-06490 34.000 EACH | 125.00000 4250.00| 115.00000 3910.00| 115.00000 3910.00
RIGHT OF WAY MARKER | | |
0045 615-06505 18.000 EACH | 550.00000 9900.00| 530.00000 9540.00| 530.00000 9540.00
MONUMENT, B | | |
0046 615-06527 1.000 EACH | 510.00000 510.00| 485.00000 485.00| 485.00000 485.00
MONUMENT, SECTION CORNER | | |
0047 616-02320 1476.000 SYS | 3.60000 5313.60| 2.50000 3690.00| 2.25000 3321.00
GEOTEXTILES | | |
0048 616-06405 1818.000 TON | 18.50000 33633.00| 48.00000 87264.00| 26.10000 47449.80
RIPRAP, REVETMENT | | |
0049 621-01004 3.000 EACH | 410.00000 1230.00| 388.00000 1164.00| 800.00000 2400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-06545 2.500 TON | 1700.00000 4250.00| 1591.00000 3977.50| 1000.00000 2500.00
FERTILIZER | | |
0051 621-06554 1042.000 LBS | 3.60000 3751.20| 3.34000 3480.28| 2.25000 2344.50
SEED MIXTURE, U | | |
0052 621-06565 12.300 TON | 400.00000 4920.00| 375.00000 4612.50| 350.00000 4305.00
MULCHING MATERIAL | | |
0053 621-06567 6.300 kGAL | 10.50000 66.15| 10.00000 63.00| 1.00000 6.30
WATER | | |
0054 621-06574 1750.000 SYS | 3.10000 5425.00| 2.68000 4690.00| 3.25000 5687.50
SODDING | | |
0055 628-09401 14.000 MOS | 1700.00000 23800.00| 1500.00000 21000.00| 2200.00000 30800.00
FIELD OFFICE, A | | |
0056 701-51190 472.000 LFT | 80.00000 37760.00| 65.00000 30680.00| 52.93000 24982.96
PILE, STEEL H, HP 10" X 42 | | |
0057 701-91792 16.000 EACH | 110.00000 1760.00| 100.00000 1600.00| 120.75000 1932.00
PILE TIP, STEEL H | | |
0058 701-97805 88.000 LFT | 145.00000 12760.00| 125.00000 11000.00| 281.47000 24769.36
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 10 X 42 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -11
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 702-51863 394.000 EACH | 17.00000 6698.00| 18.00000 7092.00| 8.30000 3270.20
FIELD DRILLED HOLE IN CONCRETE | | |
0060 703-51032 40450.000 LBS | 0.95000 38427.50| 1.00000 40450.00| 0.88000 35596.00
REINFORCING STEEL, EPOXY COATED | | |
0061 704-51002 88.200 CYS | 725.00000 63945.00| 750.00000 66150.00| 725.10000 63953.82
CONCRETE, C, SUPERSTRUCTURE | | |
0062 706-06341 168.000 LFT | 170.00000 28560.00| 144.00000 24192.00| 144.00000 24192.00
RAILING, PF-2 | | |
0063 706-51020 18.600 CYS | 1100.00000 20460.00| 600.00000 11160.00| 1562.00000 29053.20
CONCRETE, C, RAILING | | |
0064 709-51821 LUMP | 3500.00000 3500.00| 2700.00000 2700.00| 1666.00000 1666.00
SURFACE SEAL | | |
0065 712-04960 LUMP | 2000.00000 2000.00| 1393.77000 1393.77| 2000.00000 2000.00
RELOCATE EXISTING CONCRETE POSTS | | |
0066 715-05048 6744.000 LFT | 1.60000 10790.40| 3.15000 21243.60| 2.40000 16185.60
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05053 682.000 LFT | 12.00000 8184.00| 22.00000 15004.00| 17.95000 12241.90
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0068 715-05119 77.000 LFT | 30.00000 2310.00| 38.00000 2926.00| 34.00000 2618.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0069 715-05149 221.000 LFT | 27.00000 5967.00| 28.00000 6188.00| 30.00000 6630.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05168 67.000 LFT | 28.00000 1876.00| 32.00000 2144.00| 32.00000 2144.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0071 715-05169 653.000 LFT | 32.00000 20896.00| 33.00000 21549.00| 34.00000 22202.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0072 715-05171 350.000 LFT | 42.00000 14700.00| 34.00000 11900.00| 45.00000 15750.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0073 715-46000 5.000 EACH | 250.00000 1250.00| 477.00000 2385.00| 300.00000 1500.00
PIPE END SECTION, 12 IN. | | |
0074 715-46005 22.000 EACH | 280.00000 6160.00| 515.00000 11330.00| 340.00000 7480.00
PIPE END SECTION, 15 IN. | | |
0075 715-46010 2.000 EACH | 310.00000 620.00| 550.00000 1100.00| 350.00000 700.00
PIPE END SECTION, 18 IN. | | |
0076 718-06529 13.000 EACH | 460.00000 5980.00| 600.00000 7800.00| 580.00000 7540.00
OUTLET PROTECTOR, 2 | | |
0077 718-06532 3000.000 LFT | 0.95000 2850.00| 1.00000 3000.00| 1.50000 4500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0078 718-52610 605.000 CYS | 70.00000 42350.00| 31.00000 18755.00| 35.70000 21598.50
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -12
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 718-99153 4684.000 SYS | 1.70000 7962.80| 1.00000 4684.00| 1.55000 7260.20
GEOTEXTILES FOR UNDERDRAIN | | |
0080 720-45260 2.000 EACH | 750.00000 1500.00| 1370.00000 2740.00| 1200.00000 2400.00
PIPE CATCH BASIN, 12 IN. | | |
0081 722-51842 362.000 SYS | 45.00000 16290.00| 75.00000 27150.00| 107.82000 39030.84
BRIDGE DECK OVERLAY | | |
0082 722-51846 2.400 CYS | 330.00000 792.00| 330.00000 792.00| 330.00000 792.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0083 722-51852 95.000 SFT | 24.00000 2280.00| 44.00000 4180.00| 16.10000 1529.50
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0084 801-04308 4.000 EACH | 350.00000 1400.00| 275.00000 1100.00| 325.00000 1300.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 3000.000 LFT | 0.20000 600.00| 0.70000 2100.00| 0.50000 1500.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0086 801-06207 3000.000 LFT | 1.30000 3900.00| 1.20000 3600.00| 1.40000 4200.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06625 19.000 EACH | 100.00000 1900.00| 110.00000 2090.00| 85.00000 1615.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0088 801-06640 17.000 EACH | 190.00000 3230.00| 159.00000 2703.00| 175.00000 2975.00
CONSTRUCTION SIGN, A | | |
0089 801-06775 LUMP | 35000.00000 35000.00| 15000.00000 15000.00| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0090 801-07119 420.000 LFT | 13.50000 5670.00| 5.00000 2100.00| 12.50000 5250.00
BARRICADE, III-B | | |
0091 802-05701 138.000 LFT | 12.00000 1656.00| 11.00000 1518.00| 11.00000 1518.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0092 802-76025 55.000 SFT | 21.00000 1155.00| 19.70000 1083.50| 19.70000 1083.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0093 802-76035 12.000 SFT | 23.00000 276.00| 21.50000 258.00| 21.50000 258.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0094 805-96014 572.000 LFT | 4.00000 2288.00| 4.00000 2288.00| 2.00000 1144.00
SAW CUT, FULL DEPTH | | |
0095 808-03631 238.000 LFT | 6.00000 1428.00| 5.60000 1332.80| 5.60000 1332.80
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0096 808-03632 238.000 LFT | 6.00000 1428.00| 5.60000 1332.80| 5.60000 1332.80
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -13
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1487672 |( 6 ) 35-0918397
|O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 808-06703 8054.000 LFT | 0.40000 3221.60| 0.65000 5235.10| 0.34000 2738.36
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0098 808-75245 6684.000 LFT | 0.40000 2673.60| 0.65000 4344.60| 0.34000 2272.56
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0099 808-75278 326.000 LFT | 4.00000 1304.00| 2.57000 837.82| 3.50000 1141.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0100 808-75297 125.000 LFT | 11.00000 1375.00| 5.14000 642.50| 10.00000 1250.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0101 808-75320 3.000 EACH | 140.00000 420.00| 102.50000 307.50| 125.00000 375.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0102 808-75325 3.000 EACH | 190.00000 570.00| 138.50000 415.50| 175.00000 525.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0103 808-75998 122.000 EACH | 28.00000 3416.00| 24.05000 2934.10| 24.05000 2934.10
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 808-92027 946.000 LFT | 1.70000 1608.20| 1.72000 1627.12| 1.50000 1419.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,638,564.95| $ 1,657,420.00| $ 1,662,300.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,638,564.95| $ 1,657,420.00| $ 1,662,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -14
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION AND WIDENING
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 17194.46000 17194.46| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 110-01001 LUMP | 84465.00000 84465.00| 57188.45000 57188.45| 90000.00000 90000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 21830.00000 21830.00| 9999.61000 9999.61| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 91.000 SYS | 11.50000 1046.50| 14.24000 1295.84| 25.00000 2275.00
PAVEMENT REMOVAL | | |
0011 202-02241 82.000 LFT | 7.50000 615.00| 12.38000 1015.16| 10.00000 820.00
GUARDRAIL, REMOVE | | |
0012 202-62420 155.000 LFT | 15.00000 2325.00| 9.83000 1523.65| 10.00000 1550.00
BRIDGE RAILING, REMOVE | | |
0013 203-02000 12690.000 CYS | 13.50000 171315.00| 7.71000 97839.90| 22.00000 279180.00
EXCAVATION, COMMON | | |
0014 203-51223 155.000 CYS | 15.00000 2325.00| 20.83000 3228.65| 30.00000 4650.00
EXCAVATION, WATERWAY | | |
0015 205-06931 10.000 TON | 65.00000 650.00| 33.79000 337.90| 80.00000 800.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 217.000 LFT | 8.40000 1822.80| 11.46000 2486.82| 9.40000 2039.80
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 2.000 EACH | 86.00000 172.00| 102.43000 204.86| 84.00000 168.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 1760.000 LFT | 1.80000 3168.00| 1.46000 2569.60| 1.20000 2112.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -15
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08262 17032.000 SYS | 4.20000 71534.40| 12.69000 216136.08| 5.00000 85160.00
SUBGRADE TREATMENT, TYPE I | | |
0020 207-08264 1306.000 SYS | 8.00000 10448.00| 9.27000 12106.62| 7.00000 9142.00
SUBGRADE TREATMENT, TYPE II | | |
0021 211-09264 135.000 CYS | 50.00000 6750.00| 26.46000 3572.10| 25.00000 3375.00
STRUCTURE BACKFILL, TYPE 1 | | |
0022 213-52830 7.400 CYS | 88.00000 651.20| 58.53000 433.12| 100.00000 740.00
FLOWABLE MORTAR | | |
0023 301-07448 2839.000 TON | 18.50000 52521.50| 18.18000 51613.02| 25.00000 70975.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 33.400 CYS | 75.00000 2505.00| 51.11000 1707.07| 65.00000 2171.00
DENSE GRADED SUBBASE | | |
0025 306-08033 566.000 SYS | 5.15000 2914.90| 4.82000 2728.12| 4.25000 2405.50
MILLING, ASPHALT, 1 IN. | | |
0026 306-08041 211.000 SYS | 5.40000 1139.40| 4.82000 1017.02| 4.25000 896.75
MILLING, PCCP | | |
0027 306-08043 40.000 SYS | 12.00000 480.00| 4.82000 192.80| 4.25000 170.00
MILLING, TRANSITION | | |
0028 401-07321 1421.000 TON | 70.00000 99470.00| 78.05000 110909.05| 60.00000 85260.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07390 1719.000 TON | 59.00000 101421.00| 63.41000 109001.79| 58.00000 99702.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0032 401-07423 4745.000 TON | 57.25000 271651.25| 63.41000 300880.45| 54.00000 256230.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0033 401-07429 1690.000 TON | 67.00000 113230.00| 73.17000 123657.30| 61.00000 103090.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0034 402-07451 118.000 TON | 65.00000 7670.00| 73.17000 8634.06| 56.00000 6608.00
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 14.000 TON | 450.00000 6300.00| 731.68000 10243.52| 1.00000 14.00
ASPHALT FOR TACK COAT | | |
0036 601-01522 4.000 EACH | 1998.00000 7992.00| 2347.47000 9389.88| 1925.00000 7700.00
GUARDRAIL TRANSITION TYPE TGB | | |
0037 601-01700 1.000 EACH | 1440.00000 1440.00| 1682.86000 1682.86| 1380.00000 1380.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 2770.00000 8310.00| 2804.77000 8414.31| 2300.00000 6900.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 81.000 LFT | 17.50000 1417.50| 20.73000 1679.13| 17.00000 1377.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -16
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 609-06259 201.000 SYS | 100.00000 20100.00| 162.55000 32672.55| 110.00000 22110.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0041 610-07486 134.000 TON | 115.00000 15410.00| 158.53000 21243.02| 120.00000 16080.00
HMA FOR APPROACHES, TYPE A | | |
0042 610-08446 111.000 SYS | 42.00000 4662.00| 53.66000 5956.26| 45.00000 4995.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-06497 8.000 EACH | 165.00000 1320.00| 195.12000 1560.96| 160.00000 1280.00
MAILBOX ASSEMBLY, SINGLE | | |
0044 615-06490 34.000 EACH | 116.00000 3944.00| 140.24000 4768.16| 115.00000 3910.00
RIGHT OF WAY MARKER | | |
0045 615-06505 18.000 EACH | 550.00000 9900.00| 646.32000 11633.76| 530.00000 9540.00
MONUMENT, B | | |
0046 615-06527 1.000 EACH | 490.00000 490.00| 591.45000 591.45| 485.00000 485.00
MONUMENT, SECTION CORNER | | |
0047 616-02320 1476.000 SYS | 3.15000 4649.40| 1.87000 2760.12| 1.50000 2214.00
GEOTEXTILES | | |
0048 616-06405 1818.000 TON | 27.50000 49995.00| 19.57000 35578.26| 45.00000 81810.00
RIPRAP, REVETMENT | | |
0049 621-01004 3.000 EACH | 830.00000 2490.00| 473.15000 1419.45| 388.00000 1164.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-06545 2.500 TON | 1040.00000 2600.00| 1940.17000 4850.43| 1591.00000 3977.50
FERTILIZER | | |
0051 621-06554 1042.000 LBS | 2.30000 2396.60| 4.07000 4240.94| 3.34000 3480.28
SEED MIXTURE, U | | |
0052 621-06565 12.300 TON | 362.50000 4458.75| 457.30000 5624.79| 375.00000 4612.50
MULCHING MATERIAL | | |
0053 621-06567 6.300 kGAL | 1.00000 6.30| 12.19000 76.80| 10.00000 63.00
WATER | | |
0054 621-06574 1750.000 SYS | 3.95000 6912.50| 3.27000 5722.50| 2.68000 4690.00
SODDING | | |
0055 628-09401 14.000 MOS | 2500.00000 35000.00| 1131.66000 15843.24| 1600.00000 22400.00
FIELD OFFICE, A | | |
0056 701-51190 472.000 LFT | 40.00000 18880.00| 66.58000 31425.76| 72.50000 34220.00
PILE, STEEL H, HP 10" X 42 | | |
0057 701-91792 16.000 EACH | 141.00000 2256.00| 104.57000 1673.12| 106.00000 1696.00
PILE TIP, STEEL H | | |
0058 701-97805 88.000 LFT | 355.00000 31240.00| 78.06000 6869.28| 165.00000 14520.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 10 X 42 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -17
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 702-51863 394.000 EACH | 9.00000 3546.00| 12.37000 4873.78| 14.00000 5516.00
FIELD DRILLED HOLE IN CONCRETE | | |
0060 703-51032 40450.000 LBS | 0.85000 34382.50| 0.95000 38427.50| 1.00000 40450.00
REINFORCING STEEL, EPOXY COATED | | |
0061 704-51002 88.200 CYS | 1030.00000 90846.00| 1829.87000 161394.53| 1600.00000 141120.00
CONCRETE, C, SUPERSTRUCTURE | | |
0062 706-06341 168.000 LFT | 150.00000 25200.00| 193.97000 32586.96| 125.00000 21000.00
RAILING, PF-2 | | |
0063 706-51020 18.600 CYS | 1140.00000 21204.00| 1600.28000 29765.21| 330.00000 6138.00
CONCRETE, C, RAILING | | |
0064 709-51821 LUMP | 1200.00000 1200.00| 1816.76000 1816.76| 1500.00000 1500.00
SURFACE SEAL | | |
0065 712-04960 LUMP | 1500.00000 1500.00| 497.36000 497.36| 10000.00000 10000.00
RELOCATE EXISTING CONCRETE POSTS | | |
0066 715-05048 6744.000 LFT | 2.45000 16522.80| 4.75000 32034.00| 4.00000 26976.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05053 682.000 LFT | 18.50000 12617.00| 6.41000 4371.62| 12.00000 8184.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0068 715-05119 77.000 LFT | 30.00000 2310.00| 34.99000 2694.23| 18.00000 1386.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0069 715-05149 221.000 LFT | 28.00000 6188.00| 30.08000 6647.68| 25.00000 5525.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05168 67.000 LFT | 28.00000 1876.00| 44.25000 2964.75| 25.00000 1675.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0071 715-05169 653.000 LFT | 30.00000 19590.00| 32.17000 21007.01| 27.00000 17631.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0072 715-05171 350.000 LFT | 35.00000 12250.00| 34.59000 12106.50| 30.00000 10500.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0073 715-46000 5.000 EACH | 250.00000 1250.00| 287.78000 1438.90| 350.00000 1750.00
PIPE END SECTION, 12 IN. | | |
0074 715-46005 22.000 EACH | 275.00000 6050.00| 322.70000 7099.40| 375.00000 8250.00
PIPE END SECTION, 15 IN. | | |
0075 715-46010 2.000 EACH | 355.00000 710.00| 390.21000 780.42| 450.00000 900.00
PIPE END SECTION, 18 IN. | | |
0076 718-06529 13.000 EACH | 595.00000 7735.00| 392.25000 5099.25| 400.00000 5200.00
OUTLET PROTECTOR, 2 | | |
0077 718-06532 3000.000 LFT | 1.25000 3750.00| 1.04000 3120.00| 1.00000 3000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0078 718-52610 605.000 CYS | 37.00000 22385.00| 28.90000 17484.50| 35.00000 21175.00
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -18
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 718-99153 4684.000 SYS | 1.60000 7494.40| 2.14000 10023.76| 1.25000 5855.00
GEOTEXTILES FOR UNDERDRAIN | | |
0080 720-45260 2.000 EACH | 1250.00000 2500.00| 392.11000 784.22| 1250.00000 2500.00
PIPE CATCH BASIN, 12 IN. | | |
0081 722-51842 362.000 SYS | 85.00000 30770.00| 148.90000 53901.80| 135.00000 48870.00
BRIDGE DECK OVERLAY | | |
0082 722-51846 2.400 CYS | 330.00000 792.00| 330.00000 792.00| 330.00000 792.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0083 722-51852 95.000 SFT | 21.00000 1995.00| 117.96000 11206.20| 80.00000 7600.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0084 801-04308 4.000 EACH | 305.00000 1220.00| 335.35000 1341.40| 325.00000 1300.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 3000.000 LFT | 1.00000 3000.00| 0.85000 2550.00| 0.75000 2250.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0086 801-06207 3000.000 LFT | 1.30000 3900.00| 1.46000 4380.00| 1.10000 3300.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06625 19.000 EACH | 230.00000 4370.00| 134.14000 2548.66| 145.00000 2755.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0088 801-06640 17.000 EACH | 205.00000 3485.00| 193.90000 3296.30| 145.00000 2465.00
CONSTRUCTION SIGN, A | | |
0089 801-06775 LUMP | 21587.95000 21587.95| 39022.89000 39022.89| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0090 801-07119 420.000 LFT | 11.40000 4788.00| 6.10000 2562.00| 3.75000 1575.00
BARRICADE, III-B | | |
0091 802-05701 138.000 LFT | 11.45000 1580.10| 13.41000 1850.58| 11.00000 1518.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0092 802-76025 55.000 SFT | 20.40000 1122.00| 24.02000 1321.10| 19.70000 1083.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0093 802-76035 12.000 SFT | 21.95000 263.40| 26.22000 314.64| 21.50000 258.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0094 805-96014 572.000 LFT | 1.00000 572.00| 2.20000 1258.40| 2.00000 1144.00
SAW CUT, FULL DEPTH | | |
0095 808-03631 238.000 LFT | 1.90000 452.20| 6.83000 1625.54| 6.00000 1428.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0096 808-03632 238.000 LFT | 1.90000 452.20| 6.83000 1625.54| 6.00000 1428.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 246 -19
TABULATION OF BIDS
ROUTE : 200N
CALL ORDER : 246 CONTRACT ID : R -29438-A COUNTIES : JOHNSON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1875662
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 808-06703 8054.000 LFT | 0.40000 3221.60| 0.79000 6362.66| 0.40000 3221.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0098 808-75245 6684.000 LFT | 0.40000 2673.60| 0.79000 5280.36| 0.40000 2673.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0099 808-75278 326.000 LFT | 1.95000 635.70| 3.13000 1020.38| 2.00000 652.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0100 808-75297 125.000 LFT | 3.95000 493.75| 6.27000 783.75| 5.00000 625.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0101 808-75320 3.000 EACH | 57.00000 171.00| 124.99000 374.97| 100.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0102 808-75325 3.000 EACH | 130.00000 390.00| 168.89000 506.67| 50.00000 150.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0103 808-75998 122.000 EACH | 35.50000 4331.00| 29.33000 3578.26| 24.05000 2934.10
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 808-92027 946.000 LFT | 1.30000 1229.80| 2.10000 1986.60| 1.00000 946.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,688,900.00| $ 1,909,909.09| $ 1,930,644.13
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,688,900.00| $ 1,909,909.09| $ 1,930,644.13
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/20/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501007
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 O`MARA DAVE CONTRACTOR $ 189,313.05 100.0000%
2 35-1461789 POINDEXTER EXCAVATING $ 204,592.60 108.0710%
3 35-1875662 CRIDER & CRIDER INC $ 244,661.90 129.2367%
4 35-1801998 CLR INC $ 253,855.80 134.0931%
5 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 257,945.20 136.2533%
6 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 296,012.08 156.3612%
7 54-1342714 TRI COUNTY BUILDERS CO $ 312,081.70 164.8495%
8 35-1673827 HENDERSON H E INC $ 339,255.41 179.2034%
9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 364,499.40 192.5379%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -2
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1875662
|O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 6500.00000 6500.00| 6900.00000 6900.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 9300.00000 9300.00| 10000.00000 10000.00| 7000.00000 7000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 11600.00000 11600.00| 12000.00000 12000.00| 7000.00000 7000.00
CLEARING RIGHT OF WAY | | |
0008 202-96133 24.000 LFT | 8.00000 192.00| 50.00000 1200.00| 20.00000 480.00
PIPE, REMOVE | | |
0009 203-02000 4559.000 CYS | 7.65000 34876.35| 9.00000 41031.00| 20.00000 91180.00
EXCAVATION, COMMON | | |
0010 203-02010 47.000 CYS | 125.00000 5875.00| 150.00000 7050.00| 60.00000 2820.00
EXCAVATION, ROCK | | |
0011 205-06932 324.000 LFT | 11.00000 3564.00| 11.30000 3661.20| 12.00000 3888.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0012 205-06937 775.000 LFT | 1.75000 1356.25| 2.00000 1550.00| 2.00000 1550.00
TEMPORARY SILT FENCE | | |
0013 207-08266 3033.000 SYS | 2.00000 6066.00| 3.00000 9099.00| 1.00000 3033.00
SUBGRADE TREATMENT, TYPE III | | |
0014 301-07448 932.000 TON | 17.50000 16310.00| 13.50000 12582.00| 18.00000 16776.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0015 303-01180 496.000 TON | 18.00000 8928.00| 19.00000 9424.00| 20.00000 9920.00
COMPACTED AGGREGATE, NO. 53 | | |
0016 402-07432 173.000 TON | 80.00000 13840.00| 82.00000 14186.00| 90.00000 15570.00
HMA SURFACE, TYPE A | | |
0017 402-07435 289.000 TON | 65.00000 18785.00| 68.00000 19652.00| 85.00000 24565.00
HMA INTERMEDIATE, TYPE A | | |
0018 406-05520 0.600 TON | 400.00000 240.00| 650.00000 390.00| 600.00000 360.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -3
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1875662
|O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 616-02320 1900.000 SYS | 2.00000 3800.00| 1.50000 2850.00| 2.50000 4750.00
GEOTEXTILES | | |
0020 616-06405 302.500 TON | 24.00000 7260.00| 25.00000 7562.50| 24.00000 7260.00
RIPRAP, REVETMENT | | |
0021 616-06451 753.000 TON | 27.00000 20331.00| 22.00000 16566.00| 25.00000 18825.00
RIPRAP, UNIFORM | | |
0022 621-06559 3259.000 SYS | 1.05000 3421.95| 1.60000 5214.40| 1.10000 3584.90
MULCHED SEEDING, R | | |
0023 628-09401 5.000 MOS | 1650.00000 8250.00| 1800.00000 9000.00| 1500.00000 7500.00
FIELD OFFICE, A | | |
0024 801-03290 4.000 EACH | 160.00000 640.00| 160.00000 640.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0025 801-04308 2.000 EACH | 295.00000 590.00| 300.00000 600.00| 400.00000 800.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0026 801-06625 21.000 EACH | 80.00000 1680.00| 80.00000 1680.00| 120.00000 2520.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0027 801-06640 10.000 EACH | 170.00000 1700.00| 170.00000 1700.00| 170.00000 1700.00
CONSTRUCTION SIGN, A | | |
0028 801-06645 2.000 EACH | 42.00000 84.00| 50.00000 100.00| 80.00000 160.00
CONSTRUCTION SIGN, B | | |
0029 801-06775 LUMP | 2000.00000 2000.00| 7000.00000 7000.00| 2000.00000 2000.00
MAINTAINING TRAFFIC | | |
0030 801-07118 48.000 LFT | 11.50000 552.00| 15.00000 720.00| 20.00000 960.00
BARRICADE, III-A | | |
0031 801-07119 48.000 LFT | 12.50000 600.00| 16.00000 768.00| 22.00000 1056.00
BARRICADE, III-B | | |
0032 802-05701 30.000 LFT | 16.00000 480.00| 30.00000 900.00| 20.00000 600.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0033 802-76025 18.750 SFT | 26.00000 487.50| 30.00000 562.50| 32.00000 600.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
SECTION TOTALS | $ 189,313.05| $ 204,592.60| $ 244,661.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 189,313.05| $ 204,592.60| $ 244,661.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -4
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1487672 |( 6 ) 35-2113672
|CLR INC |MAC CONSTRUCTION & EXCAVATIN |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 4950.00000 4950.00| 7434.00000 7434.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 12200.00000 12200.00| 12000.00000 12000.00| 22574.00000 22574.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 7315.00000 7315.00| 12000.00000 12000.00| 19575.00000 19575.00
CLEARING RIGHT OF WAY | | |
0008 202-96133 24.000 LFT | 25.00000 600.00| 34.00000 816.00| 68.42000 1642.08
PIPE, REMOVE | | |
0009 203-02000 4559.000 CYS | 10.15000 46273.85| 14.40000 65649.60| 13.65000 62230.35
EXCAVATION, COMMON | | |
0010 203-02010 47.000 CYS | 199.00000 9353.00| 146.00000 6862.00| 81.00000 3807.00
EXCAVATION, ROCK | | |
0011 205-06932 324.000 LFT | 10.00000 3240.00| 10.62000 3440.88| 10.45000 3385.80
TEMPORARY CHECK DAM, STRAW BALES | | |
0012 205-06937 775.000 LFT | 2.75000 2131.25| 1.55000 1201.25| 2.79000 2162.25
TEMPORARY SILT FENCE | | |
0013 207-08266 3033.000 SYS | 3.15000 9553.95| 7.30000 22140.90| 5.67000 17197.11
SUBGRADE TREATMENT, TYPE III | | |
0014 301-07448 932.000 TON | 28.00000 26096.00| 24.00000 22368.00| 21.73000 20252.36
COMPACTED AGGREGATE, NO. 53, BASE | | |
0015 303-01180 496.000 TON | 24.00000 11904.00| 25.25000 12524.00| 21.18000 10505.28
COMPACTED AGGREGATE, NO. 53 | | |
0016 402-07432 173.000 TON | 90.00000 15570.00| 77.00000 13321.00| 95.61000 16540.53
HMA SURFACE, TYPE A | | |
0017 402-07435 289.000 TON | 75.00000 21675.00| 64.00000 18496.00| 79.32000 22923.48
HMA INTERMEDIATE, TYPE A | | |
0018 406-05520 0.600 TON | 600.00000 360.00| 600.00000 360.00| 743.40000 446.04
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -5
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1487672 |( 6 ) 35-2113672
|CLR INC |MAC CONSTRUCTION & EXCAVATIN |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 616-02320 1900.000 SYS | 4.00000 7600.00| 2.50000 4750.00| 4.21000 7999.00
GEOTEXTILES | | |
0020 616-06405 302.500 TON | 30.00000 9075.00| 30.00000 9075.00| 35.84000 10841.60
RIPRAP, REVETMENT | | |
0021 616-06451 753.000 TON | 31.00000 23343.00| 32.75000 24660.75| 33.50000 25225.50
RIPRAP, UNIFORM | | |
0022 621-06559 3259.000 SYS | 2.00000 6518.00| 1.01000 3291.59| 4.86000 15838.74
MULCHED SEEDING, R | | |
0023 628-09401 5.000 MOS | 2250.00000 11250.00| 1300.00000 6500.00| 1858.50000 9292.50
FIELD OFFICE, A | | |
0024 801-03290 4.000 EACH | 118.00000 472.00| 275.00000 1100.00| 433.65000 1734.60
CONSTRUCTION SIGN, C | | |
0025 801-04308 2.000 EACH | 600.00000 1200.00| 295.00000 590.00| 433.65000 867.30
ROAD CLOSURE SIGN ASSEMBLY | | |
0026 801-06625 21.000 EACH | 85.00000 1785.00| 115.00000 2415.00| 154.87000 3252.27
DETOUR ROUTE MARKER ASSEMBLY | | |
0027 801-06640 10.000 EACH | 180.00000 1800.00| 125.00000 1250.00| 204.44000 2044.40
CONSTRUCTION SIGN, A | | |
0028 801-06645 2.000 EACH | 40.00000 80.00| 60.00000 120.00| 49.56000 99.12
CONSTRUCTION SIGN, B | | |
0029 801-06775 LUMP | 14925.00000 14925.00| 5200.00000 5200.00| 4618.38000 4618.38
MAINTAINING TRAFFIC | | |
0030 801-07118 48.000 LFT | 13.00000 624.00| 20.85000 1000.80| 17.35000 832.80
BARRICADE, III-A | | |
0031 801-07119 48.000 LFT | 13.00000 624.00| 25.00000 1200.00| 19.83000 951.84
BARRICADE, III-B | | |
0032 802-05701 30.000 LFT | 13.00000 390.00| 10.76000 322.80| 41.30000 1239.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0033 802-76025 18.750 SFT | 21.00000 393.75| 17.90000 335.63| 26.44000 495.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
SECTION TOTALS | $ 253,855.80| $ 257,945.20| $ 296,012.08
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 253,855.80| $ 257,945.20| $ 296,012.08
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -6
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 54-1342714 |( 8 ) 35-1673827 |( 9 ) 35-1618530
|TRI COUNTY BUILDERS CO |HENDERSON H E INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 6600.00000 6600.00| 15388.00000 15388.00| 19000.00000 19000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 32000.00000 32000.00| 38804.55000 38804.55| 18224.97000 18224.97
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 27800.00000 27800.00| 41070.00000 41070.00| 10934.98000 10934.98
CLEARING RIGHT OF WAY | | |
0008 202-96133 24.000 LFT | 26.00000 624.00| 10.85000 260.40| 15.00000 360.00
PIPE, REMOVE | | |
0009 203-02000 4559.000 CYS | 20.00000 91180.00| 18.83000 85845.97| 27.00000 123093.00
EXCAVATION, COMMON | | |
0010 203-02010 47.000 CYS | 100.00000 4700.00| 84.71000 3981.37| 150.00000 7050.00
EXCAVATION, ROCK | | |
0011 205-06932 324.000 LFT | 9.00000 2916.00| 11.15000 3612.60| 10.62000 3440.88
TEMPORARY CHECK DAM, STRAW BALES | | |
0012 205-06937 775.000 LFT | 2.00000 1550.00| 1.63000 1263.25| 1.55000 1201.25
TEMPORARY SILT FENCE | | |
0013 207-08266 3033.000 SYS | 6.00000 18198.00| 8.40000 25477.20| 7.00000 21231.00
SUBGRADE TREATMENT, TYPE III | | |
0014 301-07448 932.000 TON | 16.00000 14912.00| 22.78000 21230.96| 30.00000 27960.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0015 303-01180 496.000 TON | 19.20000 9523.20| 20.51000 10172.96| 30.00000 14880.00
COMPACTED AGGREGATE, NO. 53 | | |
0016 402-07432 173.000 TON | 79.00000 13667.00| 80.85000 13987.05| 77.00000 13321.00
HMA SURFACE, TYPE A | | |
0017 402-07435 289.000 TON | 67.00000 19363.00| 67.20000 19420.80| 64.00000 18496.00
HMA INTERMEDIATE, TYPE A | | |
0018 406-05520 0.600 TON | 700.00000 420.00| 630.00000 378.00| 600.00000 360.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 250 -7
TABULATION OF BIDS
ROUTE : HUNTER CREEK
CALL ORDER : 250 CONTRACT ID : R -29491-A COUNTIES : MONROE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 54-1342714 |( 8 ) 35-1673827 |( 9 ) 35-1618530
|TRI COUNTY BUILDERS CO |HENDERSON H E INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 616-02320 1900.000 SYS | 1.70000 3230.00| 3.21000 6099.00| 3.15000 5985.00
GEOTEXTILES | | |
0020 616-06405 302.500 TON | 24.00000 7260.00| 23.99000 7256.98| 33.00000 9982.50
RIPRAP, REVETMENT | | |
0021 616-06451 753.000 TON | 27.00000 20331.00| 24.73000 18621.69| 33.00000 24849.00
RIPRAP, UNIFORM | | |
0022 621-06559 3259.000 SYS | 1.50000 4888.50| 1.06000 3454.54| 1.01000 3291.59
MULCHED SEEDING, R | | |
0023 628-09401 5.000 MOS | 3000.00000 15000.00| 2140.00000 10700.00| 2500.00000 12500.00
FIELD OFFICE, A | | |
0024 801-03290 4.000 EACH | 300.00000 1200.00| 157.50000 630.00| 275.00000 1100.00
CONSTRUCTION SIGN, C | | |
0025 801-04308 2.000 EACH | 325.00000 650.00| 294.00000 588.00| 295.00000 590.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0026 801-06625 21.000 EACH | 130.00000 2730.00| 78.75000 1653.75| 115.00000 2415.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0027 801-06640 10.000 EACH | 140.00000 1400.00| 168.00000 1680.00| 125.00000 1250.00
CONSTRUCTION SIGN, A | | |
0028 801-06645 2.000 EACH | 85.00000 170.00| 42.00000 84.00| 60.00000 120.00
CONSTRUCTION SIGN, B | | |
0029 801-06775 LUMP | 8300.00000 8300.00| 5573.35000 5573.35| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0030 801-07118 48.000 LFT | 25.00000 1200.00| 11.55000 554.40| 20.85000 1000.80
BARRICADE, III-A | | |
0031 801-07119 48.000 LFT | 30.00000 1440.00| 12.08000 579.84| 25.00000 1200.00
BARRICADE, III-B | | |
0032 802-05701 30.000 LFT | 15.00000 450.00| 16.05000 481.50| 10.76000 322.80
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0033 802-76025 18.750 SFT | 20.00000 375.00| 21.40000 401.25| 17.90000 335.63
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
SECTION TOTALS | $ 312,081.70| $ 339,255.41| $ 364,499.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 312,081.70| $ 339,255.41| $ 364,499.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -29790-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/02/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710385
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1526557 MIDWEST MOLE INC $ 297,637.67 100.0000%
2 35-2097364 INDIANA RELINE INC $ 350,423.50 117.7349%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 270 -2
TABULATION OF BIDS
ROUTE : 74
CALL ORDER : 270 CONTRACT ID : R -29790-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1526557 |( 2 ) 35-2097364 |( )
|MIDWEST MOLE INC |INDIANA RELINE INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 2500.00000 2500.00| 8000.00000 8000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-98488 5.000 EACH | 500.00000 2500.00| 250.00000 1250.00|
PIPE END SECTION, REMOVE | | |
0007 603-06065 100.000 LFT | 15.00000 1500.00| 25.00000 2500.00|
FENCE, CHAIN LINK, RESET | | |
0008 603-92636 24.000 LFT | 70.00000 1680.00| 40.00000 960.00|
FENCE, CHAIN LINK, 72 IN. | | |
0009 616-02320 120.000 SYS | 1.25000 150.00| 10.00000 1200.00|
GEOTEXTILES | | |
0010 616-06401 25.000 TON | 50.00000 1250.00| 65.00000 1625.00|
RIPRAP, DUMPED | | |
0011 616-06405 30.000 TON | 50.00000 1500.00| 70.00000 2100.00|
RIPRAP, REVETMENT | | |
0012 616-06451 8.000 TON | 75.00000 600.00| 100.00000 800.00|
RIPRAP, UNIFORM | | |
0013 715-04231 1.000 EACH | 1068.00000 1068.00| 2500.00000 2500.00|
SAFETY METAL END SECTION, 4:1, 57 IN. X | | |
38 IN. | | |
0014 715-08453 4.000 EACH | 865.00000 3460.00| 2100.00000 8400.00|
SAFETY METAL END SECTION, 4:1, 45 IN. X | | |
29 IN. | | |
0015 725-09479 267.330 LFT | 417.00000 111476.61| 450.00000 120298.50|
PIPE LINER, THERMOPLASTIC, AREA 11.4 | | |
SFT. | | |
0016 725-09484 536.000 LFT | 289.00000 154904.00| 343.50000 184116.00|
PIPE LINER, THERMOPLASTIC, AREA 5.6 SFT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 270 -3
TABULATION OF BIDS
ROUTE : 74
CALL ORDER : 270 CONTRACT ID : R -29790-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1526557 |( 2 ) 35-2097364 |( )
|MIDWEST MOLE INC |INDIANA RELINE INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 801-03290 8.000 EACH | 324.50000 2596.00| 300.00000 2400.00|
CONSTRUCTION SIGN, C | | |
0018 801-06640 28.000 EACH | 137.50000 3850.00| 130.00000 3640.00|
CONSTRUCTION SIGN, A | | |
0019 801-06775 LUMP | 8000.00000 8000.00| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0020 804-06771 14.000 EACH | 42.79000 599.06| 45.00000 630.00|
DELINEATOR POST, FLEXIBLE | | |
SECTION TOTALS | $ 297,637.67| $ 350,423.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 297,637.67| $ 350,423.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -29822-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 04/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710449
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1526557 MIDWEST MOLE INC $ 109,553.75 100.0000%
2 35-2097364 INDIANA RELINE INC $ 135,289.24 123.4912%
35-1817574 YARDBERRY LANDSCAPE IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 280 -2
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 280 CONTRACT ID : R -29822-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1526557 |( 2 ) 35-2097364 |( )
|MIDWEST MOLE INC |INDIANA RELINE INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 500.00000 500.00| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 202-02255 1.000 EACH | 500.00000 500.00| 1000.00000 1000.00|
TREE, 18 IN., REMOVE | | |
0008 616-02320 35.000 SYS | 1.25000 43.75| 10.00000 350.00|
GEOTEXTILES | | |
0009 616-05688 10.000 TON | 50.00000 500.00| 100.00000 1000.00|
RIPRAP, CLASS 1 | | |
0010 616-05689 10.000 TON | 50.00000 500.00| 100.00000 1000.00|
RIPRAP, CLASS 2 | | |
0011 715-96273 LUMP | 4320.00000 4320.00| 4000.00000 4000.00|
HEADWALL, RECONSTRUCT | | |
0012 725-06873 44.000 LFT | 508.00000 22352.00| 470.00000 20680.00|
PIPE LINER, THERMOPLASTIC, 54 IN. | | |
0013 725-09484 145.000 LFT | 176.00000 25520.00| 265.00000 38425.00|
PIPE LINER, THERMOPLASTIC, AREA 5.6 SFT | | |
0014 725-09486 82.000 LFT | 516.00000 42312.00| 527.32000 43240.24|
PIPE LINER, THERMOPLASTIC, AREA 14.3 | | |
SFT. | | |
0015 801-03290 4.000 EACH | 300.00000 1200.00| 350.00000 1400.00|
CONSTRUCTION SIGN, C | | |
0016 801-06640 21.000 EACH | 182.00000 3822.00| 150.00000 3150.00|
CONSTRUCTION SIGN, A | | |
0017 801-06775 LUMP | 2500.00000 2500.00| 12000.00000 12000.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 280 -3
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 280 CONTRACT ID : R -29822-A COUNTIES : WAYNE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1526557 |( 2 ) 35-2097364 |( )
|MIDWEST MOLE INC |INDIANA RELINE INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 804-06725 12.000 EACH | 40.00000 480.00| 45.00000 540.00|
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
SECTION TOTALS | $ 109,553.75| $ 135,289.24| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 109,553.75| $ 135,289.24| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : R -29851-A COUNTIES : BARTHOLOMEW
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 09/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501213
0501214
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 4,895,686.75 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,286,000.00 107.9726%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 290 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 290 CONTRACT ID : R -29851-A COUNTIES : BARTHOLOMEW
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3800.00000 3800.00| 4100.00000 4100.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 105.00000 315.00| 100.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 80.00000 1920.00| 100.00000 2400.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 94000.00000 94000.00| 97069.77000 97069.77|
MOBILIZATION AND DEMOBILIZATION | | |
0013 306-08034 533141.000 SYS | 0.60000 319884.60| 0.74000 394524.34|
MILLING, ASPHALT, 1 1/2 IN. | | |
0014 306-08043 12200.000 SYS | 0.60000 7320.00| 0.01000 122.00|
MILLING, TRANSITION | | |
0015 306-08432 1809.000 SYS | 3.00000 5427.00| 5.25000 9497.25|
MILLING, APPROACH | | |
0016 401-06264 LUMP | 5000.00000 5000.00| 8000.00000 8000.00|
PROFILOGRAPH, HMA | | |
0017 401-07337 43984.000 TON | 76.60000 3369174.40| 84.00000 3694656.00|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0018 402-07787 600.000 TON | 84.00000 50400.00| 84.00000 50400.00|
HMA WEDGE AND LEVEL, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 290 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 290 CONTRACT ID : R -29851-A COUNTIES : BARTHOLOMEW
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 147.000 TON | 300.00000 44100.00| 600.00000 88200.00|
ASPHALT FOR TACK COAT | | |
0020 606-07484 239770.000 LFT | 0.10000 23977.00| 0.14000 33567.80|
MILLED HMA SHOULDER CORRUGATIONS | | |
0021 610-07788 149.000 TON | 175.00000 26075.00| 125.00000 18625.00|
HMA FOR APPROACHES, TYPE D | | |
0022 612-04315 2.130 TON | 6000.00000 12780.00| 5900.00000 12567.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0023 612-60410 36.000 EACH | 111.00000 3996.00| 110.00000 3960.00|
DRILLED HOLE FOR UNDERSEAL | | |
0024 628-09402 8.000 MOS | 2600.00000 20800.00| 2200.00000 17600.00|
FIELD OFFICE, B | | |
0025 801-01093 8.000 EACH | 600.00000 4800.00| 600.00000 4800.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0026 801-03290 3.000 EACH | 200.00000 600.00| 150.00000 450.00|
CONSTRUCTION SIGN, C | | |
0027 801-06204 11000.000 LFT | 0.50000 5500.00| 0.50000 5500.00|
TEMPORARY PAVEMENT MARKING, 5 IN. | | |
0028 801-06208 11000.000 LFT | 1.70000 18700.00| 1.40000 15400.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0029 801-06640 60.000 EACH | 140.00000 8400.00| 105.00000 6300.00|
CONSTRUCTION SIGN, A | | |
0030 801-06710 600.000 DAY | 10.25000 6150.00| 5.50000 3300.00|
FLASHING ARROW SIGN | | |
0031 801-06775 LUMP | 90000.00000 90000.00| 55000.00000 55000.00|
MAINTAINING TRAFFIC | | |
0032 801-09133 2.000 EACH | 4500.00000 9000.00| 4565.00000 9130.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0033 808-03631 795.000 LFT | 1.40000 1113.00| 1.75000 1391.25|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0034 808-03632 795.000 LFT | 1.40000 1113.00| 1.75000 1391.25|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0035 808-06702 28608.000 LFT | 0.20000 5721.60| 0.38000 10871.04|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0036 808-06705 5490.000 LFT | 0.70000 3843.00| 0.65000 3568.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 290 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 290 CONTRACT ID : R -29851-A COUNTIES : BARTHOLOMEW
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-74811 354.000 LFT | 2.00000 708.00| 1.85000 654.90|
LINE, EPOXY, BROKEN, WHITE, 5 IN. | | |
0038 808-75205 130300.000 LFT | 0.32000 41696.00| 0.28000 36484.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0039 808-75245 120045.000 LFT | 0.32000 38414.40| 0.28000 33612.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0040 808-75272 645.000 LFT | 3.75000 2418.75| 3.50000 2257.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0041 808-75996 1886.000 EACH | 1.50000 2829.00| 5.00000 9430.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0042 808-75998 1886.000 EACH | 14.00000 26404.00| 16.30000 30741.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0043 304-07783 4105.000 TON | 100.00000 410500.00| 97.00000 398185.00|
HMA PATCHING, TYPE D , HMA Base, Type | | |
"D" | | |
0044 304-07783 2288.000 TON | 100.00000 228800.00| 97.00000 221936.00|
HMA PATCHING, TYPE D , HMA Base, Type | | |
"D" | | |
SECTION TOTALS | $ 4,895,686.75| $ 5,286,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,895,686.75| $ 5,286,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/23/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2194006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817530 PIONEER ASSOCIATES INC $ 452,971.10 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 461,164.00 101.8087%
3 38-1625197 SELGE CONSTRUCTION CO INC $ 481,875.92 106.3812%
4 35-1489621 HRP CONSTRUCTION INC $ 489,818.37 108.1346%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 499,276.40 110.2226%
6 62-1492793 API CONSTRUCTION CORP $ 515,333.00 113.7673%
7 32-0154474 JCI BRIDGE GROUP INC $ 518,194.05 114.3989%
8 35-1185040 NIBLOCK EXCAVATING INC $ 519,500.00 114.6872%
9 35-1339168 LAPORTE CONSTRUCTION CO $ 591,369.11 130.5534%
10 35-1432056 GEANS L L CONSTRUCTION COMPANY $ 814,884.63 179.8977%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -2
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|PIONEER ASSOCIATES INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 19500.00000 19500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 265.00000 265.00| 150.00000 150.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 145.00000 725.00| 100.00000 500.00| 85.00000 425.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 23000.00000 23000.00| 20200.00000 20200.00| 22000.00000 22000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 4600.00000 4600.00| 17060.00000 17060.00| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0011 202-02240 134.000 SYS | 25.00000 3350.00| 2.00000 268.00| 15.00000 2010.00
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 18000.00000 18000.00| 36000.00000 36000.00| 10000.00000 10000.00
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 33.500 LFT | 35.00000 1172.50| 10.00000 335.00| 10.00000 335.00
PIPE, REMOVE | | |
0014 203-02000 835.000 CYS | 15.00000 12525.00| 16.00000 13360.00| 34.80000 29058.00
EXCAVATION, COMMON | | |
0015 205-06931 35.000 TON | 140.00000 4900.00| 40.00000 1400.00| 58.25000 2038.75
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 80.000 TON | 60.00000 4800.00| 40.00000 3200.00| 45.75000 3660.00
TEMPORARY SEDIMENT TRAP | | |
0017 207-08263 1417.000 SYS | 15.00000 21255.00| 21.00000 29757.00| 16.50000 23380.50
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -3
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|PIONEER ASSOCIATES INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 211-02050 50.000 CYS | 35.00000 1750.00| 66.00000 3300.00| 7.10000 355.00
B BORROW | | |
0019 211-09268 224.000 CYS | 60.00000 13440.00| 83.00000 18592.00| 89.50000 20048.00
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 794.000 TON | 15.00000 11910.00| 21.00000 16674.00| 18.65000 14808.10
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 304-07494 62.600 TON | 110.00000 6886.00| 69.50000 4350.70| 62.00000 3881.20
WIDENING WITH HMA, TYPE C | | |
0022 306-08036 1049.000 SYS | 4.00000 4196.00| 3.00000 3147.00| 3.00000 3147.00
MILLING, ASPHALT, 2 IN. | | |
0023 306-08043 512.000 SYS | 4.50000 2304.00| 3.00000 1536.00| 3.00000 1536.00
MILLING, TRANSITION | | |
0024 402-07432 98.900 TON | 85.00000 8406.50| 76.25000 7541.13| 81.00000 8010.90
HMA SURFACE, TYPE A | | |
0025 402-07434 148.000 TON | 85.00000 12580.00| 84.00000 12432.00| 81.00000 11988.00
HMA SURFACE, TYPE C | | |
0026 402-07439 243.900 TON | 70.00000 17073.00| 65.00000 15853.50| 62.00000 15121.80
HMA INTERMEDIATE, TYPE C | | |
0027 402-07440 272.000 TON | 60.00000 16320.00| 57.50000 15640.00| 62.00000 16864.00
HMA BASE, TYPE A | | |
0028 402-07442 69.900 TON | 60.00000 4194.00| 59.00000 4124.10| 62.00000 4333.80
HMA BASE, TYPE C | | |
0029 406-05520 1.040 TON | 1.00000 1.04| 1.00000 1.04| 1.00000 1.04
ASPHALT FOR TACK COAT | | |
0030 601-01700 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| 1900.00000 3800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-06854 2.000 EACH | 2825.00000 5650.00| 2825.00000 5650.00| 2825.00000 5650.00
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 2.000 EACH | 3503.28000 7006.56| 2675.00000 5350.00| 2675.00000 5350.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 137.500 LFT | 20.00000 2750.00| 20.00000 2750.00| 20.00000 2750.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06490 8.000 EACH | 135.00000 1080.00| 135.00000 1080.00| 135.00000 1080.00
RIGHT OF WAY MARKER | | |
0035 615-06500 4.000 EACH | 675.00000 2700.00| 675.00000 2700.00| 675.00000 2700.00
MONUMENT, A | | |
0036 616-02320 463.000 SYS | 3.50000 1620.50| 3.00000 1389.00| 3.50000 1620.50
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -4
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|PIONEER ASSOCIATES INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 616-06405 261.000 TON | 30.00000 7830.00| 52.00000 13572.00| 47.00000 12267.00
RIPRAP, REVETMENT | | |
0038 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01620 1195.000 SYS | 1.10000 1314.50| 1.10000 1314.50| 1.10000 1314.50
MULCHED SEEDING, LEGUME, 1 | | |
0040 621-02363 1838.000 SYS | 0.68000 1249.84| 0.68000 1249.84| 0.68000 1249.84
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0041 621-06559 644.000 SYS | 1.08000 695.52| 1.08000 695.52| 1.08000 695.52
MULCHED SEEDING, R | | |
0042 621-06567 1.870 kGAL | 25.00000 46.75| 25.00000 46.75| 25.00000 46.75
WATER | | |
0043 621-06574 468.000 SYS | 6.35000 2971.80| 6.35000 2971.80| 6.35000 2971.80
SODDING | | |
0044 628-09401 5.000 MOS | 3000.00000 15000.00| 2100.00000 10500.00| 2015.00000 10075.00
FIELD OFFICE, A | | |
0045 714-07544 70.000 LFT | 2000.00000 140000.00| 1630.00000 114100.00| 2025.00000 141750.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 14 FT. X 7 FT. | | |
0046 714-08514 454.500 SFT | 100.00000 45450.00| 85.00000 38632.50| 88.00000 39996.00
WINGWALL | | |
0047 715-05169 76.000 LFT | 45.00000 3420.00| 43.00000 3268.00| 40.00000 3040.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-46005 4.000 EACH | 310.00000 1240.00| 505.00000 2020.00| 380.00000 1520.00
PIPE END SECTION, 15 IN. | | |
0049 801-03290 4.000 EACH | 94.00000 376.00| 89.00000 356.00| 89.00000 356.00
CONSTRUCTION SIGN, C | | |
0050 801-04308 4.000 EACH | 263.00000 1052.00| 110.00000 440.00| 110.00000 440.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0051 801-06625 22.000 EACH | 44.00000 968.00| 65.00000 1430.00| 65.00000 1430.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0052 801-06640 17.000 EACH | 79.00000 1343.00| 75.00000 1275.00| 75.00000 1275.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 2.000 EACH | 28.00000 56.00| 50.00000 100.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 1600.00000 1600.00| 3200.00000 3200.00| 10500.00000 10500.00
MAINTAINING TRAFFIC | | |
0055 801-07118 72.000 LFT | 4.50000 324.00| 8.50000 612.00| 8.50000 612.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -5
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|PIONEER ASSOCIATES INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-07119 48.000 LFT | 5.55000 266.40| 8.50000 408.00| 8.50000 408.00
BARRICADE, III-B | | |
0057 802-05704 11.000 LFT | 22.34000 245.74| 12.00000 132.00| 12.00000 132.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0058 802-05705 25.400 LFT | 8.00000 203.20| 12.00000 304.80| 12.00000 304.80
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-76025 20.570 SFT | 25.00000 514.25| 26.00000 534.82| 26.00000 534.82
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 808-06703 1340.000 LFT | 0.75000 1005.00| 0.50000 670.00| 0.70000 938.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 168.000 LFT | 0.75000 126.00| 0.50000 84.00| 0.85000 142.80
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0062 808-75245 670.000 LFT | 0.75000 502.50| 0.50000 335.00| 0.75000 502.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 10.000 EACH | 108.35000 1083.50| 20.00000 200.00| 110.00000 1100.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 17.000 EACH | 66.00000 1122.00| 98.00000 1666.00| 98.00000 1666.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 452,971.10| $ 461,164.00| $ 481,875.92
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 452,971.10| $ 461,164.00| $ 481,875.92
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -6
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 62-1492793
|HRP CONSTRUCTION INC |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 10668.32000 10668.32| 4500.00000 4500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 350.00000 350.00| 100.00000 100.00| 185.00000 185.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 225.00000 1125.00| 45.00000 225.00| 125.00000 625.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 23000.00000 23000.00| 25000.00000 25000.00| 25645.87000 25645.87
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 14000.00000 14000.00| 5000.00000 5000.00| 5345.00000 5345.00
CLEARING RIGHT OF WAY | | |
0011 202-02240 134.000 SYS | 10.00000 1340.00| 10.00000 1340.00| 12.00000 1608.00
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 18920.00000 18920.00
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 33.500 LFT | 15.00000 502.50| 20.00000 670.00| 10.00000 335.00
PIPE, REMOVE | | |
0014 203-02000 835.000 CYS | 12.00000 10020.00| 35.00000 29225.00| 25.00000 20875.00
EXCAVATION, COMMON | | |
0015 205-06931 35.000 TON | 35.00000 1225.00| 77.00000 2695.00| 110.00000 3850.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 80.000 TON | 40.00000 3200.00| 50.00000 4000.00| 60.00000 4800.00
TEMPORARY SEDIMENT TRAP | | |
0017 207-08263 1417.000 SYS | 8.00000 11336.00| 10.00000 14170.00| 19.00000 26923.00
SUBGRADE TREATMENT, TYPE IA | | |
0018 211-02050 50.000 CYS | 12.00000 600.00| 80.20000 4010.00| 25.00000 1250.00
B BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -7
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 62-1492793
|HRP CONSTRUCTION INC |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09268 224.000 CYS | 75.00000 16800.00| 66.00000 14784.00| 85.00000 19040.00
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 794.000 TON | 18.00000 14292.00| 20.00000 15880.00| 30.00000 23820.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 304-07494 62.600 TON | 62.00000 3881.20| 62.50000 3912.50| 62.70000 3925.02
WIDENING WITH HMA, TYPE C | | |
0022 306-08036 1049.000 SYS | 3.00000 3147.00| 4.00000 4196.00| 4.85000 5087.65
MILLING, ASPHALT, 2 IN. | | |
0023 306-08043 512.000 SYS | 3.00000 1536.00| 5.00000 2560.00| 5.20000 2662.40
MILLING, TRANSITION | | |
0024 402-07432 98.900 TON | 81.00000 8010.90| 68.00000 6725.20| 88.00000 8703.20
HMA SURFACE, TYPE A | | |
0025 402-07434 148.000 TON | 81.00000 11988.00| 88.00000 13024.00| 88.00000 13024.00
HMA SURFACE, TYPE C | | |
0026 402-07439 243.900 TON | 62.00000 15121.80| 58.00000 14146.20| 65.00000 15853.50
HMA INTERMEDIATE, TYPE C | | |
0027 402-07440 272.000 TON | 62.00000 16864.00| 52.00000 14144.00| 62.70000 17054.40
HMA BASE, TYPE A | | |
0028 402-07442 69.900 TON | 62.00000 4333.80| 68.50000 4788.15| 62.70000 4382.73
HMA BASE, TYPE C | | |
0029 406-05520 1.040 TON | 0.96000 1.00| 800.00000 832.00| 310.00000 322.40
ASPHALT FOR TACK COAT | | |
0030 601-01700 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| 1900.00000 3800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-06854 2.000 EACH | 2825.00000 5650.00| 2825.00000 5650.00| 2825.00000 5650.00
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 2.000 EACH | 2675.00000 5350.00| 4100.00000 8200.00| 2675.00000 5350.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 137.500 LFT | 20.00000 2750.00| 20.00000 2750.00| 20.00000 2750.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06490 8.000 EACH | 135.00000 1080.00| 135.00000 1080.00| 135.00000 1080.00
RIGHT OF WAY MARKER | | |
0035 615-06500 4.000 EACH | 675.00000 2700.00| 675.00000 2700.00| 675.00000 2700.00
MONUMENT, A | | |
0036 616-02320 463.000 SYS | 2.00000 926.00| 5.00000 2315.00| 2.30000 1064.90
GEOTEXTILES | | |
0037 616-06405 261.000 TON | 35.00000 9135.00| 32.00000 8352.00| 54.00000 14094.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -8
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 62-1492793
|HRP CONSTRUCTION INC |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01620 1195.000 SYS | 1.10000 1314.50| 1.10000 1314.50| 1.10000 1314.50
MULCHED SEEDING, LEGUME, 1 | | |
0040 621-02363 1838.000 SYS | 0.68000 1249.84| 0.68000 1249.84| 0.68000 1249.84
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0041 621-06559 644.000 SYS | 1.08000 695.52| 1.08000 695.52| 1.08000 695.52
MULCHED SEEDING, R | | |
0042 621-06567 1.870 kGAL | 25.00000 46.75| 25.00000 46.75| 25.00000 46.75
WATER | | |
0043 621-06574 468.000 SYS | 6.35000 2971.80| 6.35000 2971.80| 6.35000 2971.80
SODDING | | |
0044 628-09401 5.000 MOS | 1900.00000 9500.00| 2080.00000 10400.00| 2390.00000 11950.00
FIELD OFFICE, A | | |
0045 714-07544 70.000 LFT | 2201.00000 154070.00| 2350.00000 164500.00| 2530.00000 177100.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 14 FT. X 7 FT. | | |
0046 714-08514 454.500 SFT | 164.00000 74538.00| 105.00000 47722.50| 82.00000 37269.00
WINGWALL | | |
0047 715-05169 76.000 LFT | 24.00000 1824.00| 39.00000 2964.00| 27.00000 2052.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-46005 4.000 EACH | 300.00000 1200.00| 380.00000 1520.00| 245.00000 980.00
PIPE END SECTION, 15 IN. | | |
0049 801-03290 4.000 EACH | 89.00000 356.00| 89.00000 356.00| 94.00000 376.00
CONSTRUCTION SIGN, C | | |
0050 801-04308 4.000 EACH | 110.00000 440.00| 110.00000 440.00| 263.00000 1052.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0051 801-06625 22.000 EACH | 65.00000 1430.00| 65.00000 1430.00| 44.00000 968.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0052 801-06640 17.000 EACH | 75.00000 1275.00| 75.00000 1275.00| 79.00000 1343.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 28.00000 56.00
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 13000.00000 13000.00| 9500.00000 9500.00| 5380.00000 5380.00
MAINTAINING TRAFFIC | | |
0055 801-07118 72.000 LFT | 8.50000 612.00| 8.50000 612.00| 4.50000 324.00
BARRICADE, III-A | | |
0056 801-07119 48.000 LFT | 8.50000 408.00| 8.50000 408.00| 5.55000 266.40
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -9
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 62-1492793
|HRP CONSTRUCTION INC |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-05704 11.000 LFT | 12.00000 132.00| 12.00000 132.00| 12.00000 132.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0058 802-05705 25.400 LFT | 12.00000 304.80| 12.00000 304.80| 12.00000 304.80
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-76025 20.570 SFT | 26.00000 534.82| 26.00000 534.82| 26.00000 534.82
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 808-06703 1340.000 LFT | 0.50000 670.00| 0.75000 1005.00| 0.75000 1005.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 168.000 LFT | 0.58000 97.44| 0.75000 126.00| 0.75000 126.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0062 808-75245 670.000 LFT | 0.50000 335.00| 0.75000 502.50| 0.75000 502.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 10.000 EACH | 108.35000 1083.50| 19.60000 196.00| 8.00000 80.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 17.000 EACH | 97.60000 1659.20| 66.00000 1122.00| 66.00000 1122.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 489,818.37| $ 499,276.40| $ 515,333.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 489,818.37| $ 499,276.40| $ 515,333.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -10
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 32-0154474 |( 8 ) 35-1185040 |( 9 ) 35-1339168
|JCI BRIDGE GROUP INC |NIBLOCK EXCAVATING INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 3800.00000 3800.00| 11049.19000 11049.19
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 1.00000 1.00| 130.00000 130.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 100.00000 500.00| 80.00000 400.00| 200.00000 1000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 26000.00000 26000.00| 22500.00000 22500.00| 29000.00000 29000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 3812.94000 3812.94
CLEARING RIGHT OF WAY | | |
0011 202-02240 134.000 SYS | 20.00000 2680.00| 9.65000 1293.10| 11.55000 1547.70
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 22000.00000 22000.00| 39777.71000 39777.71| 71809.68000 71809.68
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 33.500 LFT | 5.00000 167.50| 29.20000 978.20| 37.69000 1262.62
PIPE, REMOVE | | |
0014 203-02000 835.000 CYS | 18.00000 15030.00| 26.25000 21918.75| 31.93000 26661.55
EXCAVATION, COMMON | | |
0015 205-06931 35.000 TON | 56.00000 1960.00| 30.00000 1050.00| 45.05000 1576.75
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 80.000 TON | 60.00000 4800.00| 20.00000 1600.00| 34.87000 2789.60
TEMPORARY SEDIMENT TRAP | | |
0017 207-08263 1417.000 SYS | 20.00000 28340.00| 10.50000 14878.50| 13.89000 19682.13
SUBGRADE TREATMENT, TYPE IA | | |
0018 211-02050 50.000 CYS | 30.00000 1500.00| 20.00000 1000.00| 33.05000 1652.50
B BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -11
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 32-0154474 |( 8 ) 35-1185040 |( 9 ) 35-1339168
|JCI BRIDGE GROUP INC |NIBLOCK EXCAVATING INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09268 224.000 CYS | 115.00000 25760.00| 74.25000 16632.00| 125.00000 28000.00
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 794.000 TON | 22.00000 17468.00| 15.75000 12505.50| 19.06000 15133.64
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 304-07494 62.600 TON | 150.00000 9390.00| 90.00000 5634.00| 62.00000 3881.20
WIDENING WITH HMA, TYPE C | | |
0022 306-08036 1049.000 SYS | 3.50000 3671.50| 5.00000 5245.00| 4.93000 5171.57
MILLING, ASPHALT, 2 IN. | | |
0023 306-08043 512.000 SYS | 3.50000 1792.00| 4.65000 2380.80| 4.93000 2524.16
MILLING, TRANSITION | | |
0024 402-07432 98.900 TON | 81.00000 8010.90| 105.00000 10384.50| 81.00000 8010.90
HMA SURFACE, TYPE A | | |
0025 402-07434 148.000 TON | 81.00000 11988.00| 105.00000 15540.00| 81.00000 11988.00
HMA SURFACE, TYPE C | | |
0026 402-07439 243.900 TON | 62.00000 15121.80| 90.00000 21951.00| 62.00000 15121.80
HMA INTERMEDIATE, TYPE C | | |
0027 402-07440 272.000 TON | 62.00000 16864.00| 78.00000 21216.00| 62.00000 16864.00
HMA BASE, TYPE A | | |
0028 402-07442 69.900 TON | 62.00000 4333.80| 78.00000 5452.20| 62.00000 4333.80
HMA BASE, TYPE C | | |
0029 406-05520 1.040 TON | 0.96000 1.00| 0.01000 0.01| 0.96000 1.00
ASPHALT FOR TACK COAT | | |
0030 601-01700 2.000 EACH | 1900.00000 3800.00| 1800.00000 3600.00| 1900.00000 3800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-06854 2.000 EACH | 2825.00000 5650.00| 2400.00000 4800.00| 2825.00000 5650.00
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 2.000 EACH | 2675.00000 5350.00| 2600.00000 5200.00| 2675.00000 5350.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 137.500 LFT | 20.00000 2750.00| 24.00000 3300.00| 20.00000 2750.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06490 8.000 EACH | 125.00000 1000.00| 185.00000 1480.00| 135.00000 1080.00
RIGHT OF WAY MARKER | | |
0035 615-06500 4.000 EACH | 600.00000 2400.00| 575.00000 2300.00| 675.00000 2700.00
MONUMENT, A | | |
0036 616-02320 463.000 SYS | 3.00000 1389.00| 7.35000 3403.05| 3.04000 1407.52
GEOTEXTILES | | |
0037 616-06405 261.000 TON | 45.00000 11745.00| 34.50000 9004.50| 30.47000 7952.67
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -12
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 32-0154474 |( 8 ) 35-1185040 |( 9 ) 35-1339168
|JCI BRIDGE GROUP INC |NIBLOCK EXCAVATING INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01620 1195.000 SYS | 1.10000 1314.50| 1.10000 1314.50| 1.10000 1314.50
MULCHED SEEDING, LEGUME, 1 | | |
0040 621-02363 1838.000 SYS | 0.68000 1249.84| 0.68000 1249.84| 0.68000 1249.84
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0041 621-06559 644.000 SYS | 1.08000 695.52| 1.08000 695.52| 1.08000 695.52
MULCHED SEEDING, R | | |
0042 621-06567 1.870 kGAL | 25.00000 46.75| 25.00000 46.75| 25.00000 46.75
WATER | | |
0043 621-06574 468.000 SYS | 6.35000 2971.80| 6.35000 2971.80| 6.35000 2971.80
SODDING | | |
0044 628-09401 5.000 MOS | 2000.00000 10000.00| 3000.00000 15000.00| 2559.58000 12797.90
FIELD OFFICE, A | | |
0045 714-07544 70.000 LFT | 2500.00000 175000.00| 2220.00000 155400.00| 2650.25000 185517.50
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 14 FT. X 7 FT. | | |
0046 714-08514 454.500 SFT | 100.00000 45450.00| 130.00000 59085.00| 115.00000 52267.50
WINGWALL | | |
0047 715-05169 76.000 LFT | 30.00000 2280.00| 33.00000 2508.00| 48.00000 3648.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-46005 4.000 EACH | 333.33000 1333.32| 375.00000 1500.00| 584.80000 2339.20
PIPE END SECTION, 15 IN. | | |
0049 801-03290 4.000 EACH | 125.00000 500.00| 89.00000 356.00| 89.00000 356.00
CONSTRUCTION SIGN, C | | |
0050 801-04308 4.000 EACH | 225.00000 900.00| 110.00000 440.00| 110.00000 440.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0051 801-06625 22.000 EACH | 30.00000 660.00| 65.00000 1430.00| 65.00000 1430.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0052 801-06640 17.000 EACH | 100.00000 1700.00| 75.00000 1275.00| 75.00000 1275.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 2.000 EACH | 10.00000 20.00| 50.00000 100.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 3093.69000 3093.69
MAINTAINING TRAFFIC | | |
0055 801-07118 72.000 LFT | 10.00000 720.00| 8.50000 612.00| 8.50000 612.00
BARRICADE, III-A | | |
0056 801-07119 48.000 LFT | 10.00000 480.00| 8.50000 408.00| 8.50000 408.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -13
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 32-0154474 |( 8 ) 35-1185040 |( 9 ) 35-1339168
|JCI BRIDGE GROUP INC |NIBLOCK EXCAVATING INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-05704 11.000 LFT | 12.00000 132.00| 16.00000 176.00| 12.00000 132.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0058 802-05705 25.400 LFT | 12.00000 304.80| 17.00000 431.80| 12.00000 304.80
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-76025 20.570 SFT | 26.00000 534.82| 21.00000 431.97| 26.00000 534.82
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 808-06703 1340.000 LFT | 0.40000 536.00| 1.00000 1340.00| 1.00000 1340.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 168.000 LFT | 0.40000 67.20| 1.00000 168.00| 1.00000 168.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0062 808-75245 670.000 LFT | 0.40000 268.00| 1.00000 670.00| 1.00000 670.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 10.000 EACH | 13.10000 131.00| 10.00000 100.00| 154.63000 1546.30
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 17.000 EACH | 90.00000 1530.00| 90.00000 1530.00| 84.71000 1440.07
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 518,194.05| $ 519,500.00| $ 591,369.11
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 518,194.05| $ 519,500.00| $ 591,369.11
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -14
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1432056 |( ) |( )
|GEANS L L CONSTRUCTION COMPA | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 1000.00000 1000.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 500.00000 2500.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 30000.00000 30000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 28000.00000 28000.00| |
CLEARING RIGHT OF WAY | | |
0011 202-02240 134.000 SYS | 50.00000 6700.00| |
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 80000.00000 80000.00| |
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 33.500 LFT | 100.00000 3350.00| |
PIPE, REMOVE | | |
0014 203-02000 835.000 CYS | 100.00000 83500.00| |
EXCAVATION, COMMON | | |
0015 205-06931 35.000 TON | 100.00000 3500.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 80.000 TON | 200.00000 16000.00| |
TEMPORARY SEDIMENT TRAP | | |
0017 207-08263 1417.000 SYS | 35.00000 49595.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0018 211-02050 50.000 CYS | 100.00000 5000.00| |
B BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -15
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1432056 |( ) |( )
|GEANS L L CONSTRUCTION COMPA | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09268 224.000 CYS | 175.00000 39200.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 794.000 TON | 50.00000 39700.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 304-07494 62.600 TON | 150.00000 9390.00| |
WIDENING WITH HMA, TYPE C | | |
0022 306-08036 1049.000 SYS | 10.00000 10490.00| |
MILLING, ASPHALT, 2 IN. | | |
0023 306-08043 512.000 SYS | 10.00000 5120.00| |
MILLING, TRANSITION | | |
0024 402-07432 98.900 TON | 140.00000 13846.00| |
HMA SURFACE, TYPE A | | |
0025 402-07434 148.000 TON | 140.00000 20720.00| |
HMA SURFACE, TYPE C | | |
0026 402-07439 243.900 TON | 100.00000 24390.00| |
HMA INTERMEDIATE, TYPE C | | |
0027 402-07440 272.000 TON | 85.00000 23120.00| |
HMA BASE, TYPE A | | |
0028 402-07442 69.900 TON | 85.00000 5941.50| |
HMA BASE, TYPE C | | |
0029 406-05520 1.040 TON | 500.00000 520.00| |
ASPHALT FOR TACK COAT | | |
0030 601-01700 2.000 EACH | 3500.00000 7000.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-06854 2.000 EACH | 3000.00000 6000.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 2.000 EACH | 2800.00000 5600.00| |
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 137.500 LFT | 25.00000 3437.50| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06490 8.000 EACH | 180.00000 1440.00| |
RIGHT OF WAY MARKER | | |
0035 615-06500 4.000 EACH | 800.00000 3200.00| |
MONUMENT, A | | |
0036 616-02320 463.000 SYS | 10.00000 4630.00| |
GEOTEXTILES | | |
0037 616-06405 261.000 TON | 100.00000 26100.00| |
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -16
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1432056 |( ) |( )
|GEANS L L CONSTRUCTION COMPA | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 1000.00000 2000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01620 1195.000 SYS | 2.00000 2390.00| |
MULCHED SEEDING, LEGUME, 1 | | |
0040 621-02363 1838.000 SYS | 1.00000 1838.00| |
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0041 621-06559 644.000 SYS | 0.80000 515.20| |
MULCHED SEEDING, R | | |
0042 621-06567 1.870 kGAL | 500.00000 935.00| |
WATER | | |
0043 621-06574 468.000 SYS | 25.00000 11700.00| |
SODDING | | |
0044 628-09401 5.000 MOS | 2000.00000 10000.00| |
FIELD OFFICE, A | | |
0045 714-07544 70.000 LFT | 1900.00000 133000.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 14 FT. X 7 FT. | | |
0046 714-08514 454.500 SFT | 120.00000 54540.00| |
WINGWALL | | |
0047 715-05169 76.000 LFT | 40.00000 3040.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-46005 4.000 EACH | 300.00000 1200.00| |
PIPE END SECTION, 15 IN. | | |
0049 801-03290 4.000 EACH | 190.00000 760.00| |
CONSTRUCTION SIGN, C | | |
0050 801-04308 4.000 EACH | 200.00000 800.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0051 801-06625 22.000 EACH | 85.00000 1870.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0052 801-06640 17.000 EACH | 105.00000 1785.00| |
CONSTRUCTION SIGN, A | | |
0053 801-06645 2.000 EACH | 55.00000 110.00| |
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 6500.00000 6500.00| |
MAINTAINING TRAFFIC | | |
0055 801-07118 72.000 LFT | 14.00000 1008.00| |
BARRICADE, III-A | | |
0056 801-07119 48.000 LFT | 14.00000 672.00| |
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 300 -17
TABULATION OF BIDS
ROUTE : 33
CALL ORDER : 300 CONTRACT ID : R -29878-A COUNTIES : ELKHART
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1432056 |( ) |( )
|GEANS L L CONSTRUCTION COMPA | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-05704 11.000 LFT | 16.00000 176.00| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0058 802-05705 25.400 LFT | 22.00000 558.80| |
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-76025 20.570 SFT | 19.00000 390.83| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 808-06703 1340.000 LFT | 0.65000 871.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 168.000 LFT | 0.65000 109.20| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0062 808-75245 670.000 LFT | 0.68000 455.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 10.000 EACH | 35.00000 350.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 17.000 EACH | 195.00000 3315.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 814,884.63| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 814,884.63| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/03/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2192028
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 988,520.01 100.0000%
2 35-1374866 PRIMCO INC $ 1,071,774.11 108.4221%
3 35-1817530 PIONEER ASSOCIATES INC $ 1,112,484.71 112.5404%
4 35-1057237 R L MCCOY INC $ 1,132,234.90 114.5384%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -2
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE, REPLACEMENT
| | |
0001 105-06845 LUMP | 8687.50000 8687.50| 6653.50000 6653.50| 4800.00000 4800.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 90.00000 90.00| 285.00000 285.00| 285.00000 285.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 40.00000 480.00| 95.00000 1140.00| 150.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 44104.31000 44104.31| 53588.71000 53588.71| 60000.00000 60000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 2500.00000 2500.00| 21435.48000 21435.48| 24000.00000 24000.00
CLEARING RIGHT OF WAY | | |
0011 202-02240 400.000 SYS | 10.00000 4000.00| 9.18000 3672.00| 10.15000 4060.00
PAVEMENT REMOVAL | | |
0012 202-02241 521.000 LFT | 5.46000 2844.66| 9.86000 5137.06| 5.46000 2844.66
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 8000.00000 8000.00| 124544.00000 124544.00| 5800.00000 5800.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-96133 292.000 LFT | 25.00000 7300.00| 5.00000 1460.00| 22.10000 6453.20
PIPE, REMOVE | | |
0015 203-02000 2275.000 CYS | 17.00000 38675.00| 10.15000 23091.25| 19.00000 43225.00
EXCAVATION, COMMON | | |
0016 203-02070 10.000 CYS | 44.00000 440.00| 50.00000 500.00| 121.57000 1215.70
BORROW | | |
0017 205-03371 137.000 CYS | 22.00000 3014.00| 20.00000 2740.00| 36.66000 5022.42
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -3
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06932 36.000 LFT | 19.90000 716.40| 19.90000 716.40| 19.90000 716.40
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06936 80.000 TON | 34.00000 2720.00| 42.00000 3360.00| 63.06000 5044.80
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 1075.000 LFT | 1.76000 1892.00| 2.76000 2967.00| 1.76000 1892.00
TEMPORARY SILT FENCE | | |
0021 207-08263 3930.000 SYS | 11.00000 43230.00| 7.45000 29278.50| 5.45000 21418.50
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 2573.000 SYS | 9.00000 23157.00| 5.65000 14537.45| 7.50000 19297.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 8.200 CYS | 87.00000 713.40| 39.39000 323.00| 80.00000 656.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09268 759.000 CYS | 65.00000 49335.00| 29.00000 22011.00| 88.00000 66792.00
STRUCTURE BACKFILL, TYPE 5 | | |
0025 214-07202 85.000 SYS | 3.00000 255.00| 4.65000 395.25| 25.00000 2125.00
GEOGRID, I | | |
0026 301-07448 1934.000 TON | 14.50000 28043.00| 16.50000 31911.00| 20.00000 38680.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-07662 100.000 TON | 17.88000 1788.00| 23.28000 2328.00| 35.00000 3500.00
STONE | | |
0028 306-08042 2053.000 SYS | 1.30000 2668.90| 3.00000 6159.00| 2.00000 4106.00
MILLING, SCARIFICATION/PROFILE | | |
0029 306-08043 480.000 SYS | 3.23000 1550.40| 3.00000 1440.00| 3.00000 1440.00
MILLING, TRANSITION | | |
0030 402-07432 207.000 TON | 70.00000 14490.00| 79.00000 16353.00| 70.00000 14490.00
HMA SURFACE, TYPE A | | |
0031 402-07434 254.000 TON | 80.00000 20320.00| 79.00000 20066.00| 82.00000 20828.00
HMA SURFACE, TYPE C | | |
0032 402-07439 120.000 TON | 60.00000 7200.00| 58.00000 6960.00| 63.00000 7560.00
HMA INTERMEDIATE, TYPE C | | |
0033 402-07440 623.000 TON | 51.00000 31773.00| 58.00000 36134.00| 53.00000 33019.00
HMA BASE, TYPE A | | |
0034 402-07442 364.000 TON | 51.00000 18564.00| 58.00000 21112.00| 53.00000 19292.00
HMA BASE, TYPE C | | |
0035 402-07452 382.000 TON | 54.00000 20628.00| 58.00000 22156.00| 56.00000 21392.00
HMA WEDGE AND LEVEL, TYPE C | | |
0036 402-07453 1437.000 TON | 52.70000 75729.90| 58.00000 83346.00| 54.00000 77598.00
HMA FOR TEMPORARY PAVEMENT | | |
0037 406-05520 5.200 TON | 350.00000 1820.00| 400.00000 2080.00| 350.00000 1820.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -4
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-01839 1.000 EACH | 1783.60000 1783.60| 1783.60000 1783.60| 1783.60000 1783.60
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0039 601-02206 312.500 LFT | 8.13000 2540.63| 8.13000 2540.63| 8.13000 2540.63
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
0040 601-05586 1.000 EACH | 2114.09000 2114.09| 2114.09000 2114.09| 2114.09000 2114.09
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0041 601-06854 2.000 EACH | 2727.46000 5454.92| 2727.46000 5454.92| 2727.46000 5454.92
GUARDRAIL, W-BEAM, NESTED | | |
0042 601-94689 2.000 EACH | 2571.88000 5143.76| 2571.88000 5143.76| 3433.40000 6866.80
GUARDRAIL END TREATMENT, OS | | |
0043 601-97080 4.000 EACH | 2061.96000 8247.84| 2061.96000 8247.84| 2061.96000 8247.84
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 468.750 LFT | 18.34000 8596.88| 18.34000 8596.88| 18.34000 8596.88
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0045 610-07487 74.000 TON | 78.00000 5772.00| 90.00000 6660.00| 84.00000 6216.00
HMA FOR APPROACHES, TYPE B | | |
0046 611-06497 3.000 EACH | 158.07000 474.21| 190.07000 570.21| 158.07000 474.21
MAILBOX ASSEMBLY, SINGLE | | |
0047 615-06490 16.000 EACH | 131.17000 2098.72| 131.17000 2098.72| 131.17000 2098.72
RIGHT OF WAY MARKER | | |
0048 615-06500 2.000 EACH | 754.67000 1509.34| 754.67000 1509.34| 754.67000 1509.34
MONUMENT, A | | |
0049 615-06510 1.000 EACH | 524.77000 524.77| 524.77000 524.77| 524.77000 524.77
MONUMENT, C | | |
0050 616-02320 819.000 SYS | 1.00000 819.00| 3.20000 2620.80| 3.75000 3071.25
GEOTEXTILES | | |
0051 616-06405 615.000 TON | 26.50000 16297.50| 29.05000 17865.75| 27.14000 16691.10
RIPRAP, REVETMENT | | |
0052 621-01004 3.000 EACH | 525.00000 1575.00| 525.00000 1575.00| 525.00000 1575.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-02363 7261.000 SYS | 0.38000 2759.18| 0.38000 2759.18| 0.38000 2759.18
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0054 621-06559 2646.000 SYS | 0.75000 1984.50| 0.75000 1984.50| 0.75000 1984.50
MULCHED SEEDING, R | | |
0055 621-06567 18.500 kGAL | 1.00000 18.50| 1.00000 18.50| 1.00000 18.50
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -5
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 621-06574 752.000 SYS | 2.86000 2150.72| 2.86000 2150.72| 5.86000 4406.72
SODDING | | |
0057 621-06575 3863.000 SYS | 2.86000 11048.18| 2.86000 11048.18| 5.86000 22637.18
SODDING, NURSERY | | |
0058 622-52436 8.000 EACH | 40.00000 320.00| 40.00000 320.00| 35.00000 280.00
SIGN, DO NOT MOW OR SPRAY | | |
0059 628-09402 12.000 MOS | 1765.00000 21180.00| 2150.00000 25800.00| 3400.00000 40800.00
FIELD OFFICE, B | | |
0060 628-09407 12.000 MOS | 231.00000 2772.00| 375.00000 4500.00| 55.00000 660.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0061 713-51335 LUMP | 151000.00000 151000.00| 87956.09000 87956.09| 145000.00000 145000.00
TEMPORARY BRIDGE AND APPROACHES | | |
0062 715-05049 160.000 LFT | 28.00000 4480.00| 20.60000 3296.00| 35.75000 5720.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0063 715-05052 41.000 LFT | 32.00000 1312.00| 27.65000 1133.65| 31.00000 1271.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0064 715-05169 68.000 LFT | 31.00000 2108.00| 35.50000 2414.00| 39.00000 2652.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0065 715-05171 102.000 LFT | 40.00000 4080.00| 39.60000 4039.20| 37.00000 3774.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0066 715-46005 4.000 EACH | 330.00000 1320.00| 225.00000 900.00| 440.00000 1760.00
PIPE END SECTION, 15 IN. | | |
0067 715-46010 4.000 EACH | 323.00000 1292.00| 320.00000 1280.00| 485.00000 1940.00
PIPE END SECTION, 18 IN. | | |
0068 723-06927 76.000 LFT | 1590.00000 120840.00| 1900.00000 144400.00| 2495.00000 189620.00
STRUCTURE, PRECAST THREE-SIDED, , 192 | | |
IN. X 156 IN. | | |
0069 723-08608 1680.000 SFT | 40.80000 68544.00| 60.00000 100800.00| 50.00000 84000.00
WINGWALL | | |
0070 801-03290 4.000 EACH | 129.00000 516.00| 145.00000 580.00| 129.00000 516.00
CONSTRUCTION SIGN, C | | |
0071 801-04308 2.000 EACH | 392.00000 784.00| 215.00000 430.00| 392.00000 784.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06203 6044.000 LFT | 0.15000 906.60| 0.25000 1511.00| 0.15000 906.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0073 801-06640 17.000 EACH | 145.00000 2465.00| 115.00000 1955.00| 145.00000 2465.00
CONSTRUCTION SIGN, A | | |
0074 801-06645 10.000 EACH | 84.00000 840.00| 50.00000 500.00| 84.00000 840.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -6
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06650 39.000 EACH | 11.50000 448.50| 11.50000 448.50| 11.50000 448.50
TEMPORARY RAISED PAVEMENT MARKER, 2 | | |
0076 801-06775 LUMP | 50000.00000 50000.00| 31124.00000 31124.00| 1500.00000 1500.00
MAINTAINING TRAFFIC | | |
0077 801-07118 84.000 LFT | 8.30000 697.20| 11.50000 966.00| 8.30000 697.20
BARRICADE, III-A | | |
0078 802-05701 22.000 LFT | 13.60000 299.20| 13.60000 299.20| 23.00000 506.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0079 802-76025 6.600 SFT | 32.47000 214.30| 32.47000 214.30| 60.00000 396.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0080 808-06712 290.000 LFT | 0.75000 217.50| 0.58000 168.20| 0.50000 145.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0081 808-06713 2300.000 LFT | 0.75000 1725.00| 0.27000 621.00| 0.50000 1150.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0082 808-06714 728.000 LFT | 0.75000 546.00| 0.36000 262.08| 0.50000 364.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0083 808-06716 360.000 LFT | 1.00000 360.00| 0.80000 288.00| 1.00000 360.00
LINE, REMOVE | | |
0084 808-75996 27.000 EACH | 12.00000 324.00| 22.00000 594.00| 30.00000 810.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0085 808-75998 27.000 EACH | 30.00000 810.00| 50.00000 1350.00| 70.00000 1890.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0086 601-09238 10.000 EACH | 47.09000 470.90| 47.09000 470.90| 48.00000 480.00
HAND DIG GUARDRAIL POST HOLES | | |
SECTION TOTALS | $ 988,520.01| $ 1,071,774.11| $ 1,112,484.71
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 988,520.01| $ 1,071,774.11| $ 1,112,484.71
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -7
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE, REPLACEMENT
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 150.00000 150.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 75.00000 900.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 56600.00000 56600.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 22600.00000 22600.00| |
CLEARING RIGHT OF WAY | | |
0011 202-02240 400.000 SYS | 15.00000 6000.00| |
PAVEMENT REMOVAL | | |
0012 202-02241 521.000 LFT | 5.46000 2844.66| |
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 60000.00000 60000.00| |
PRESENT STRUCTURE, REMOVE | | |
0014 202-96133 292.000 LFT | 8.00000 2336.00| |
PIPE, REMOVE | | |
0015 203-02000 2275.000 CYS | 20.00000 45500.00| |
EXCAVATION, COMMON | | |
0016 203-02070 10.000 CYS | 34.00000 340.00| |
BORROW | | |
0017 205-03371 137.000 CYS | 19.00000 2603.00| |
SEDIMENT, REMOVE | | |
0018 205-06932 36.000 LFT | 19.90000 716.40| |
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -8
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06936 80.000 TON | 45.00000 3600.00| |
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 1075.000 LFT | 1.76000 1892.00| |
TEMPORARY SILT FENCE | | |
0021 207-08263 3930.000 SYS | 8.00000 31440.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 2573.000 SYS | 6.00000 15438.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 8.200 CYS | 64.00000 524.80| |
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09268 759.000 CYS | 50.00000 37950.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0025 214-07202 85.000 SYS | 6.00000 510.00| |
GEOGRID, I | | |
0026 301-07448 1934.000 TON | 20.50000 39647.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-07662 100.000 TON | 36.00000 3600.00| |
STONE | | |
0028 306-08042 2053.000 SYS | 1.50000 3079.50| |
MILLING, SCARIFICATION/PROFILE | | |
0029 306-08043 480.000 SYS | 1.50000 720.00| |
MILLING, TRANSITION | | |
0030 402-07432 207.000 TON | 80.00000 16560.00| |
HMA SURFACE, TYPE A | | |
0031 402-07434 254.000 TON | 80.00000 20320.00| |
HMA SURFACE, TYPE C | | |
0032 402-07439 120.000 TON | 55.00000 6600.00| |
HMA INTERMEDIATE, TYPE C | | |
0033 402-07440 623.000 TON | 55.00000 34265.00| |
HMA BASE, TYPE A | | |
0034 402-07442 364.000 TON | 55.00000 20020.00| |
HMA BASE, TYPE C | | |
0035 402-07452 382.000 TON | 45.00000 17190.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0036 402-07453 1437.000 TON | 58.00000 83346.00| |
HMA FOR TEMPORARY PAVEMENT | | |
0037 406-05520 5.200 TON | 150.00000 780.00| |
ASPHALT FOR TACK COAT | | |
0038 601-01839 1.000 EACH | 1783.60000 1783.60| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -9
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-02206 312.500 LFT | 8.13000 2540.63| |
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
0040 601-05586 1.000 EACH | 2114.09000 2114.09| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0041 601-06854 2.000 EACH | 2727.46000 5454.92| |
GUARDRAIL, W-BEAM, NESTED | | |
0042 601-94689 2.000 EACH | 2571.88000 5143.76| |
GUARDRAIL END TREATMENT, OS | | |
0043 601-97080 4.000 EACH | 2061.96000 8247.84| |
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 468.750 LFT | 18.34000 8596.88| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0045 610-07487 74.000 TON | 90.00000 6660.00| |
HMA FOR APPROACHES, TYPE B | | |
0046 611-06497 3.000 EACH | 158.07000 474.21| |
MAILBOX ASSEMBLY, SINGLE | | |
0047 615-06490 16.000 EACH | 131.17000 2098.72| |
RIGHT OF WAY MARKER | | |
0048 615-06500 2.000 EACH | 754.67000 1509.34| |
MONUMENT, A | | |
0049 615-06510 1.000 EACH | 524.77000 524.77| |
MONUMENT, C | | |
0050 616-02320 819.000 SYS | 2.00000 1638.00| |
GEOTEXTILES | | |
0051 616-06405 615.000 TON | 25.00000 15375.00| |
RIPRAP, REVETMENT | | |
0052 621-01004 3.000 EACH | 525.00000 1575.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-02363 7261.000 SYS | 0.38000 2759.18| |
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0054 621-06559 2646.000 SYS | 0.75000 1984.50| |
MULCHED SEEDING, R | | |
0055 621-06567 18.500 kGAL | 1.00000 18.50| |
WATER | | |
0056 621-06574 752.000 SYS | 2.86000 2150.72| |
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -10
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06575 3863.000 SYS | 2.86000 11048.18| |
SODDING, NURSERY | | |
0058 622-52436 8.000 EACH | 40.00000 320.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0059 628-09402 12.000 MOS | 1650.00000 19800.00| |
FIELD OFFICE, B | | |
0060 628-09407 12.000 MOS | 300.00000 3600.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0061 713-51335 LUMP | 210000.00000 210000.00| |
TEMPORARY BRIDGE AND APPROACHES | | |
0062 715-05049 160.000 LFT | 15.00000 2400.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0063 715-05052 41.000 LFT | 17.00000 697.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0064 715-05169 68.000 LFT | 23.00000 1564.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0065 715-05171 102.000 LFT | 24.00000 2448.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0066 715-46005 4.000 EACH | 310.00000 1240.00| |
PIPE END SECTION, 15 IN. | | |
0067 715-46010 4.000 EACH | 375.00000 1500.00| |
PIPE END SECTION, 18 IN. | | |
0068 723-06927 76.000 LFT | 2485.00000 188860.00| |
STRUCTURE, PRECAST THREE-SIDED, , 192 | | |
IN. X 156 IN. | | |
0069 723-08608 1680.000 SFT | 39.00000 65520.00| |
WINGWALL | | |
0070 801-03290 4.000 EACH | 129.00000 516.00| |
CONSTRUCTION SIGN, C | | |
0071 801-04308 2.000 EACH | 392.00000 784.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06203 6044.000 LFT | 0.15000 906.60| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0073 801-06640 17.000 EACH | 145.00000 2465.00| |
CONSTRUCTION SIGN, A | | |
0074 801-06645 10.000 EACH | 84.00000 840.00| |
CONSTRUCTION SIGN, B | | |
0075 801-06650 39.000 EACH | 11.50000 448.50| |
TEMPORARY RAISED PAVEMENT MARKER, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 310 -11
TABULATION OF BIDS
ROUTE : US 33
CALL ORDER : 310 CONTRACT ID : R -29961-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 801-06775 LUMP | 1500.00000 1500.00| |
MAINTAINING TRAFFIC | | |
0077 801-07118 84.000 LFT | 8.30000 697.20| |
BARRICADE, III-A | | |
0078 802-05701 22.000 LFT | 13.60000 299.20| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0079 802-76025 6.600 SFT | 32.47000 214.30| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0080 808-06712 290.000 LFT | 0.50000 145.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0081 808-06713 2300.000 LFT | 0.50000 1150.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0082 808-06714 728.000 LFT | 0.50000 364.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0083 808-06716 360.000 LFT | 1.00000 360.00| |
LINE, REMOVE | | |
0084 808-75996 27.000 EACH | 20.00000 540.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0085 808-75998 27.000 EACH | 30.00000 810.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0086 601-09238 10.000 EACH | 47.09000 470.90| |
HAND DIG GUARDRAIL POST HOLES | | |
SECTION TOTALS | $ 1,132,234.90| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,132,234.90| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710116
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 12,194,469.20 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 12,590,991.13 103.2517%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REHABILITATION
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| 12982.19000 12982.19|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 100.00000 400.00| 95.12000 380.48|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 56.000 MOS | 90.00000 5040.00| 63.41000 3550.96|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 108-01614 LUMP | 9000.00000 9000.00| 9000.00000 9000.00|
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 600000.00000 600000.00| 629549.26000 629549.26|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 25205.750 LFT | 1.65000 41589.49| 1.65000 41589.49|
GUARDRAIL, REMOVE | | |
0013 202-95027 8.000 EACH | 450.00000 3600.00| 450.00000 3600.00|
IMPACT ATTENUATOR, REMOVE | | |
0014 203-08607 165600.000 LFT | 0.62000 102672.00| 0.01000 1656.00|
LINEAR GRADING | | |
0015 304-07783 20.000 TON | 225.00000 4500.00| 168.28000 3365.60|
HMA PATCHING, TYPE D | | |
0016 306-08033 91020.000 SYS | 0.55000 50061.00| 0.64000 58252.80|
MILLING, ASPHALT, 1 IN. | | |
0017 306-08036 1690.000 SYS | 1.50000 2535.00| 1.18000 1994.20|
MILLING, ASPHALT, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08041 640.000 SYS | 3.00000 1920.00| 2.65000 1696.00|
MILLING, PCCP | | |
0019 306-08042 5370.000 SYS | 0.50000 2685.00| 0.59000 3168.30|
MILLING, SCARIFICATION/PROFILE | | |
0020 306-08159 86540.000 SYS | 1.60000 138464.00| 2.32000 200772.80|
MILLING, ASPHALT , 5 IN. | | |
0021 306-08159 115910.000 SYS | 1.65000 191251.50| 2.78000 322229.80|
MILLING, ASPHALT , 6 IN. | | |
0022 306-08159 31590.000 SYS | 1.70000 53703.00| 3.25000 102667.50|
MILLING, ASPHALT , 7 IN. | | |
0023 306-08432 941.000 SYS | 5.00000 4705.00| 4.61000 4338.01|
MILLING, APPROACH | | |
0024 306-09477 11310.000 SYS | 1.80000 20358.00| 3.72000 42073.20|
MILLING, ASPHALT, 8 IN. | | |
0025 401-06264 LUMP | 12000.00000 12000.00| 18844.00000 18844.00|
PROFILOGRAPH, HMA | | |
0026 401-07337 360.000 TON | 78.00000 28080.00| 91.93000 33094.80|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0027 401-07354 29670.000 TON | 67.50000 2002725.00| 75.53000 2240975.10|
QC/QA-HMA, 5, 76, SURFACE, 12.5 mm | | |
0028 401-07369 545.000 TON | 67.00000 36515.00| 84.18000 45878.10|
QC/QA-HMA, 5, 76, INTERMEDIATE, 9.5 mm | | |
0029 401-07405 63665.000 TON | 57.00000 3628905.00| 61.00000 3883565.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0030 402-07432 12040.000 TON | 64.00000 770560.00| 54.67000 658226.80|
HMA SURFACE, TYPE A | | |
0031 402-07453 19707.000 TON | 54.00000 1064178.00| 53.96000 1063389.72|
HMA FOR TEMPORARY PAVEMENT | | |
0032 402-07784 215.000 TON | 78.00000 16770.00| 77.70000 16705.50|
HMA SURFACE, TYPE D | | |
0033 406-05520 225.000 TON | 680.00000 153000.00| 331.12000 74502.00|
ASPHALT FOR TACK COAT | | |
0034 506-06333 1120.000 SYS | 105.00000 117600.00| 108.49000 121508.80|
PCCP PATCHING, FULL DEPTH | | |
0035 601-01522 28.000 EACH | 2175.00000 60900.00| 2175.00000 60900.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-02205 10.000 EACH | 1305.00000 13050.00| 1305.00000 13050.00|
TEMPORARY GUARD RAIL TRANSITION, TGB | | |
0037 601-02206 1562.500 LFT | 11.22000 17531.25| 6.60000 10312.50|
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-06233 8.000 EACH | 7800.00000 62400.00| 7800.00000 62400.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0039 601-06416 2.000 EACH | 685.00000 1370.00| 685.00000 1370.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
ED, W1, TL-3 | | |
0040 601-07024 4.000 EACH | 9000.00000 36000.00| 9000.00000 36000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0041 601-08434 4.000 EACH | 1125.00000 4500.00| 1125.00000 4500.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0042 601-08436 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00|
GUARDRAIL END TREATMENT, TYPE MS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0043 601-94689 14.000 EACH | 2850.00000 39900.00| 2475.00000 34650.00|
GUARDRAIL END TREATMENT, OS | | |
0044 601-94690 10.000 EACH | 4400.00000 44000.00| 4070.00000 40700.00|
GUARDRAIL END TREATMENT, MS | | |
0045 601-97080 10.000 EACH | 2200.00000 22000.00| 2010.00000 20100.00|
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0046 601-99105 21146.250 LFT | 14.65000 309792.56| 14.65000 309792.56|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0047 601-99108 2500.000 LFT | 21.65000 54125.00| 21.65000 54125.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0048 601-99123 6.000 EACH | 2885.00000 17310.00| 2885.00000 17310.00|
GUARDRAIL TRANSITION, GP | | |
0049 606-07484 164940.000 LFT | 0.14000 23091.60| 0.11000 18143.40|
MILLED HMA SHOULDER CORRUGATIONS | | |
0050 610-07486 104.000 TON | 145.00000 15080.00| 78.10000 8122.40|
HMA FOR APPROACHES, TYPE A | | |
0051 610-52817 4.000 EACH | 110000.00000 440000.00| 135478.56000 541914.24|
TEMPORARY CROSSOVER, B | | |
0052 612-05081 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0053 621-01004 1.000 EACH | 575.00000 575.00| 575.00000 575.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06559 23800.000 SYS | 0.50000 11900.00| 0.50000 11900.00|
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -5
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 628-09403 14.000 MOS | 3000.00000 42000.00| 3343.62000 46810.68|
FIELD OFFICE, C | | |
0056 628-09407 36.000 MOS | 400.00000 14400.00| 200.00000 7200.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL ,3, DESKTOPS | | |
0057 715-05119 2256.000 LFT | 25.00000 56400.00| 43.59000 98339.04|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0058 801-03290 4.000 EACH | 210.00000 840.00| 210.00000 840.00|
CONSTRUCTION SIGN, C | | |
0059 801-06203 393912.000 LFT | 0.10000 39391.20| 0.01000 3939.12|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0060 801-06640 79.000 EACH | 135.00000 10665.00| 135.00000 10665.00|
CONSTRUCTION SIGN, A | | |
0061 801-06710 980.000 DAY | 4.05000 3969.00| 4.05000 3969.00|
FLASHING ARROW SIGN | | |
0062 801-06775 LUMP | 110000.00000 110000.00| 39120.96000 39120.96|
MAINTAINING TRAFFIC | | |
0063 801-07118 368.000 LFT | 8.99000 3308.32| 8.99000 3308.32|
BARRICADE, III-A | | |
0064 801-07119 368.000 LFT | 10.91000 4014.88| 10.91000 4014.88|
BARRICADE, III-B | | |
0065 801-08400 31700.000 LFT | 44.00000 1394800.00| 40.13000 1272121.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0066 801-09133 4.000 EACH | 4320.00000 17280.00| 4620.00000 18480.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0067 801-97643 3456.000 LFT | 4.55000 15724.80| 4.55000 15724.80|
TEMPORARY BUZZ STRIPS | | |
0068 804-04435 1640.000 EACH | 6.00000 9840.00| 6.00000 9840.00|
DELINEATOR POST, REMOVE | | |
0069 804-06771 1640.000 EACH | 21.00000 34440.00| 21.00000 34440.00|
DELINEATOR POST, FLEXIBLE | | |
0070 808-03631 11652.000 LFT | 0.29000 3379.08| 0.29000 3379.08|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0071 808-03632 11652.000 LFT | 0.29000 3379.08| 0.29000 3379.08|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0072 808-06702 28573.000 LFT | 0.35000 10000.55| 0.35000 10000.55|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0073 808-06703 85188.000 LFT | 0.28000 23852.64| 0.28000 23852.64|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 320 -6
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 320 CONTRACT ID : R -30757-A COUNTIES : JASPER
LETTING DATE : 12/10/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06716 104460.000 LFT | 0.26000 27159.60| 0.26000 27159.60|
LINE, REMOVE | | |
0075 808-74811 2931.000 LFT | 0.36000 1055.16| 0.36000 1055.16|
LINE, EPOXY, BROKEN, WHITE, 5 IN. | | |
0076 808-75245 85188.000 LFT | 0.28000 23852.64| 0.28000 23852.64|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0077 808-75996 1542.000 EACH | 4.00000 6168.00| 3.75000 5782.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0078 808-75998 1542.000 EACH | 16.40000 25288.80| 15.08000 23253.36|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0079 503-05240 416.000 LFT | 12.00000 4992.00| 19.51000 8116.16|
D-1 CONTRACTION JOINT | | |
0080 808-75272 1083.000 LFT | 3.35000 3628.05| 3.35000 3628.05|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0081 612-04315 19.000 TON | 1700.00000 32300.00| 1700.00000 32300.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0082 612-60410 320.000 EACH | 10.60000 3392.00| 10.60000 3392.00|
DRILLED HOLE FOR UNDERSEAL | | |
SECTION TOTALS | $ 12,194,469.20| $ 12,590,991.13| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 12,194,469.20| $ 12,590,991.13| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : R -31293-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 06/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800738
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 16,770.50 100.0000%
2 35-1310611 DUNCAN ROBERTSON INC $ 17,378.00 103.6224%
3 35-2103617 BRYAN`S HAULING & EXCAVATING $ 18,277.00 108.9830%
4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 19,248.50 114.7759%
5 35-1128289 BEATY CONSTRUCTION INC $ 23,142.94 137.9979%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 330 -2
TABULATION OF BIDS
ROUTE : 135
CALL ORDER : 330 CONTRACT ID : R -31293-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-1310611 |( 3 ) 35-2103617
|HAUER EXCAVATING |DUNCAN ROBERTSON INC |BRYAN`S HAULING & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 110-01001 LUMP | 500.00000 500.00| 3500.00000 3500.00| 2000.00000 2000.00
MOBILIZATION AND DEMOBILIZATION | | |
0005 202-03000 LUMP | 14100.00000 14100.00| 10500.00000 10500.00| 12500.00000 12500.00
HOUSES AND BUILDINGS, REMOVE | | |
0006 205-06937 420.000 LFT | 0.25000 105.00| 1.25000 525.00| 1.25000 525.00
TEMPORARY SILT FENCE | | |
0007 621-06560 1125.000 SYS | 0.90000 1012.50| 2.00000 2250.00| 1.00000 1125.00
MULCHED SEEDING, U | | |
0008 801-06640 6.000 EACH | 175.00000 1050.00| 100.00000 600.00| 354.00000 2124.00
CONSTRUCTION SIGN, A | | |
SECTION TOTALS | $ 16,770.50| $ 17,378.00| $ 18,277.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 16,770.50| $ 17,378.00| $ 18,277.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 330 -3
TABULATION OF BIDS
ROUTE : 135
CALL ORDER : 330 CONTRACT ID : R -31293-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2070195 |( 5 ) 35-1128289 |( )
|ALPHA EXCAVATING & LANDSCAPI |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 110-01001 LUMP | 1245.00000 1245.00| 1100.00000 1100.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 202-03000 LUMP | 15200.00000 15200.00| 17214.44000 17214.44|
HOUSES AND BUILDINGS, REMOVE | | |
0006 205-06937 420.000 LFT | 1.20000 504.00| 2.65000 1113.00|
TEMPORARY SILT FENCE | | |
0007 621-06560 1125.000 SYS | 0.98000 1102.50| 1.70000 1912.50|
MULCHED SEEDING, U | | |
0008 801-06640 6.000 EACH | 199.00000 1194.00| 300.00000 1800.00|
CONSTRUCTION SIGN, A | | |
SECTION TOTALS | $ 19,248.50| $ 23,142.94| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,248.50| $ 23,142.94| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : R -31606-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 05/16/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810009
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 19,027.00 100.0000%
2 35-1416264 LIMESTONE PRODUCTS INC $ 20,719.60 108.8958%
3 35-1874009 HAUER EXCAVATING $ 29,882.25 157.0518%
4 35-1817574 YARDBERRY LANDSCAPE $ 37,971.50 199.5664%
5 35-1145884 L I C A CONSTRUCTION $ 40,335.50 211.9909%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 340 -2
TABULATION OF BIDS
ROUTE : 27
CALL ORDER : 340 CONTRACT ID : R -31606-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 35-1416264 |( 3 ) 35-1874009
|BRYAN`S HAULING & EXCAVATING |LIMESTONE PRODUCTS INC |HAUER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HOUSE AND BUILDINGS, REMOVE
| | |
0001 105-08520 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 50.00000 50.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 100.00000 400.00| 120.00000 480.00| 50.00000 200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 202-02255 11.000 EACH | 260.00000 2860.00| 255.00000 2805.00| 390.00000 4290.00
TREE, 18 IN., REMOVE | | |
0007 202-03000 LUMP | 11000.00000 11000.00| 7760.00000 7760.00| 19150.00000 19150.00
HOUSES AND BUILDINGS, REMOVE | | |
0008 202-96022 1.000 EACH | 500.00000 500.00| 3520.00000 3520.00| 2000.00000 2000.00
CONCRETE FOUNDATION, REMOVE | | |
0009 205-02236 1.000 EACH | 500.00000 500.00| 70.00000 70.00| 300.00000 300.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0010 205-06937 715.000 LFT | 1.50000 1072.50| 1.40000 1001.00| 0.65000 464.75
TEMPORARY SILT FENCE | | |
0011 621-01004 1.000 EACH | 100.00000 100.00| 300.00000 300.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0012 621-06559 3366.000 SYS | 0.25000 841.50| 1.10000 3702.60| 0.75000 2524.50
MULCHED SEEDING, R | | |
0013 628-09408 4.000 MOS | 250.00000 1000.00| 100.00000 400.00| 50.00000 200.00
MOBILE LAPTOP COMPUTER SYSTEM , FOR | | |
DEMOLITION | | |
0014 628-09409 4.000 MOS | 150.00000 600.00| 132.00000 528.00| 50.00000 200.00
MOBILE INTERNET SERVICE , FOR DEMOLITIO | | |
SECTION TOTALS | $ 19,027.00| $ 20,719.60| $ 29,882.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,027.00| $ 20,719.60| $ 29,882.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 340 -3
TABULATION OF BIDS
ROUTE : 27
CALL ORDER : 340 CONTRACT ID : R -31606-A COUNTIES : ADAMS
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( 5 ) 35-1145884 |( )
|YARDBERRY LANDSCAPE |L I C A CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HOUSE AND BUILDINGS, REMOVE
| | |
0001 105-08520 1.000 EACH | 350.00000 350.00| 150.00000 150.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 150.00000 600.00| 80.00000 320.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 202-02255 11.000 EACH | 550.00000 6050.00| 685.00000 7535.00|
TREE, 18 IN., REMOVE | | |
0007 202-03000 LUMP | 18000.00000 18000.00| 13503.60000 13503.60|
HOUSES AND BUILDINGS, REMOVE | | |
0008 202-96022 1.000 EACH | 3000.00000 3000.00| 12224.40000 12224.40|
CONCRETE FOUNDATION, REMOVE | | |
0009 205-02236 1.000 EACH | 200.00000 200.00| 100.00000 100.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0010 205-06937 715.000 LFT | 3.50000 2502.50| 1.84000 1315.60|
TEMPORARY SILT FENCE | | |
0011 621-01004 1.000 EACH | 700.00000 700.00| 500.00000 500.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0012 621-06559 3366.000 SYS | 1.00000 3366.00| 0.65000 2187.90|
MULCHED SEEDING, R | | |
0013 628-09408 4.000 MOS | 600.00000 2400.00| 544.00000 2176.00|
MOBILE LAPTOP COMPUTER SYSTEM , FOR | | |
DEMOLITION | | |
0014 628-09409 4.000 MOS | 200.00000 800.00| 80.00000 320.00|
MOBILE INTERNET SERVICE , FOR DEMOLITIO | | |
SECTION TOTALS | $ 37,971.50| $ 40,335.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 37,971.50| $ 40,335.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : RS-28644-A COUNTIES : GREENE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 08/29/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5128005
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 O`MARA DAVE CONTRACTOR $ 3,793,197.46 100.0000%
2 35-1418333 ROGERS GROUP INC $ 4,396,450.81 115.9036%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 380 -2
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 380 CONTRACT ID : RS-28644-A COUNTIES : GREENE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|O`MARA DAVE CONTRACTOR |ROGERS GROUP INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 20000.00000 20000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 106.00000 212.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 75.00000 1500.00| 65.00000 1300.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 98000.00000 98000.00| 200000.00000 200000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 10000.00000 10000.00| 44000.00000 44000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02272 20.000 LFT | 13.00000 260.00| 25.00000 500.00|
PAVED SIDE DITCH, REMOVE | | |
0013 203-02000 613.000 CYS | 22.00000 13486.00| 22.75000 13945.75|
EXCAVATION, COMMON | | |
0014 205-06934 0.220 TON | 2200.00000 484.00| 2000.00000 440.00|
TEMPORARY MULCHING | | |
0015 207-08263 925.000 SYS | 49.00000 45325.00| 55.00000 50875.00|
SUBGRADE TREATMENT, TYPE IA | | |
0016 211-09265 234.700 CYS | 40.00000 9388.00| 45.85000 10761.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0017 302-06464 1.700 CYS | 140.00000 238.00| 255.00000 433.50|
SUBBASE FOR PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 380 -3
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 380 CONTRACT ID : RS-28644-A COUNTIES : GREENE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|O`MARA DAVE CONTRACTOR |ROGERS GROUP INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 303-02051 121.000 TON | 21.00000 2541.00| 52.00000 6292.00|
STONE, NO 2 | | |
0019 304-07491 742.300 TON | 110.00000 81653.00| 132.00000 97983.60|
HMA PATCHING, TYPE C | | |
0020 306-08033 160588.000 SYS | 1.20000 192705.60| 0.65000 104382.20|
MILLING, ASPHALT, 1 IN. | | |
0021 306-08043 2738.000 SYS | 0.50000 1369.00| 0.65000 1779.70|
MILLING, TRANSITION | | |
0022 306-08432 14429.200 SYS | 0.40000 5771.68| 3.35000 48337.82|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 3000.00000 3000.00| 14000.00000 14000.00|
PROFILOGRAPH, HMA | | |
0024 401-07328 13306.000 TON | 69.50000 924767.00| 69.50000 924767.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0025 401-07379 21545.000 TON | 52.50000 1131112.50| 54.75000 1179588.75|
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0026 402-07452 9600.000 TON | 48.20000 462720.00| 67.00000 643200.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0027 406-05520 165.000 TON | 330.00000 54450.00| 575.00000 94875.00|
ASPHALT FOR TACK COAT | | |
0028 607-06340 5.000 LFT | 120.00000 600.00| 200.00000 1000.00|
PAVED SIDE DITCH, B | | |
0029 610-07488 2900.000 TON | 82.00000 237800.00| 110.00000 319000.00|
HMA FOR APPROACHES, TYPE C | | |
0030 616-02320 6587.000 SYS | 1.90000 12515.30| 2.70000 17784.90|
GEOTEXTILES | | |
0031 616-06451 5676.000 TON | 30.80000 174820.80| 38.75000 219945.00|
RIPRAP, UNIFORM | | |
0032 621-01004 2.000 EACH | 725.00000 1450.00| 650.00000 1300.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-06559 429.000 SYS | 3.30000 1415.70| 3.00000 1287.00|
MULCHED SEEDING, R | | |
0034 628-09402 10.000 MOS | 1650.00000 16500.00| 2750.00000 27500.00|
FIELD OFFICE, B | | |
0035 628-09407 10.000 MOS | 225.00000 2250.00| 260.00000 2600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0036 715-05119 529.000 LFT | 61.70000 32639.30| 60.00000 31740.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 380 -4
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 380 CONTRACT ID : RS-28644-A COUNTIES : GREENE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|O`MARA DAVE CONTRACTOR |ROGERS GROUP INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 715-05121 54.000 LFT | 79.50000 4293.00| 70.00000 3780.00|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0038 715-05171 20.000 LFT | 65.00000 1300.00| 115.00000 2300.00|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0039 715-08283 23.600 SYS | 78.00000 1840.80| 92.00000 2171.20|
PCCP FOR STRUCTURE INSTALLATION | | |
0040 715-08306 200.000 TON | 75.00000 15000.00| 181.00000 36200.00|
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0041 715-46005 18.000 EACH | 385.00000 6930.00| 325.00000 5850.00|
PIPE END SECTION, 15 IN. | | |
0042 715-46010 4.000 EACH | 420.00000 1680.00| 350.00000 1400.00|
PIPE END SECTION, 18 IN. | | |
0043 715-46040 1.000 EACH | 950.00000 950.00| 1150.00000 1150.00|
PIPE END SECTION, 36 IN. | | |
0044 725-06857 63.000 LFT | 137.00000 8631.00| 20.00000 1260.00|
PIPE LINER, THERMOPLASTIC, 24 IN. | | |
0045 725-06866 434.000 LFT | 93.50000 40579.00| 85.00000 36890.00|
PIPE LINER, THERMOPLASTIC, 15 IN. | | |
0046 801-03290 6.000 EACH | 365.00000 2190.00| 195.00000 1170.00|
CONSTRUCTION SIGN, C | | |
0047 801-04308 2.000 EACH | 120.00000 240.00| 245.00000 490.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0048 801-06203 20594.000 LFT | 0.40000 8237.60| 0.35000 7207.90|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0049 801-06207 5238.000 LFT | 2.00000 10476.00| 1.15000 6023.70|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06625 25.000 EACH | 130.00000 3250.00| 85.00000 2125.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 70.000 EACH | 146.00000 10220.00| 135.00000 9450.00|
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 90000.00000 90000.00| 150000.00000 150000.00|
MAINTAINING TRAFFIC | | |
0053 801-07118 64.000 LFT | 9.00000 576.00| 6.25000 400.00|
BARRICADE, III-A | | |
0054 801-07119 64.000 LFT | 9.00000 576.00| 9.95000 636.80|
BARRICADE, III-B | | |
0055 802-05701 18.000 LFT | 22.00000 396.00| 20.00000 360.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 380 -5
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 380 CONTRACT ID : RS-28644-A COUNTIES : GREENE
LETTING DATE : 12/10/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|O`MARA DAVE CONTRACTOR |ROGERS GROUP INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 802-07060 2.000 EACH | 110.00000 220.00| 100.00000 200.00|
SIGN, SHEET, RELOCATE | | |
0057 805-02503 122.000 LFT | 0.55000 67.10| 0.50000 61.00|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0058 805-78795 44.000 LFT | 22.00000 968.00| 20.00000 880.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0059 805-92951 1.000 EACH | 400.00000 400.00| 300.00000 300.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0060 808-06712 16574.000 LFT | 0.14000 2320.36| 0.12000 1988.88|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0061 808-06713 104754.000 LFT | 0.14000 14665.56| 0.12000 12570.48|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0062 808-06714 83714.000 LFT | 0.14000 11719.96| 0.12000 10045.68|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0063 808-75297 103.000 LFT | 12.00000 1236.00| 6.45000 664.35|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0064 808-75996 1182.000 EACH | 4.40000 5200.80| 4.00000 4728.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0065 808-75998 1182.000 EACH | 15.20000 17966.40| 13.80000 16311.60|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,793,197.46| $ 4,396,450.81| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,793,197.46| $ 4,396,450.81| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 384 -1
VENDOR RANKING
CALL ORDER : 384 CONTRACT ID : RS-28767-A COUNTIES : MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 06/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600170
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 20-4163875 TERRY ASPHALT MATERIALS INC $ 514,964.91 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 384 -2
TABULATION OF BIDS
ROUTE : 38
CALL ORDER : 384 CONTRACT ID : RS-28767-A COUNTIES : MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACE
| | |
0001 105-06845 LUMP | 3410.00000 3410.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 31019.00000 31019.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 304-07490 600.000 TON | 233.00000 139800.00| |
HMA PATCHING, TYPE B | | |
0012 615-06527 1.000 EACH | 500.00000 500.00| |
MONUMENT, SECTION CORNER | | |
0013 628-09402 6.000 MOS | 1800.00000 10800.00| |
FIELD OFFICE, B | | |
0014 628-09407 6.000 MOS | 300.00000 1800.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
0015 801-03290 4.000 EACH | 385.00000 1540.00| |
CONSTRUCTION SIGN, C | | |
0016 801-06203 2046.000 LFT | 1.00000 2046.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0017 801-06640 22.000 EACH | 165.00000 3630.00| |
CONSTRUCTION SIGN, A | | |
0018 801-06775 LUMP | 30819.00000 30819.00| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 384 -3
TABULATION OF BIDS
ROUTE : 38
CALL ORDER : 384 CONTRACT ID : RS-28767-A COUNTIES : MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 808-06713 40467.000 LFT | 0.16000 6474.72| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0020 808-75240 4348.000 LFT | 0.42000 1826.16| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0021 808-75245 10859.000 LFT | 0.42000 4560.78| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0022 808-75297 12.000 LFT | 22.00000 264.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0023 808-75320 3.000 EACH | 110.00000 330.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0024 808-75998 358.000 EACH | 21.00000 7518.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0025 411-09521 60005.000 SYS | 4.45000 267022.25| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
SECTION TOTALS | $ 514,964.91| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 514,964.91| $ 4,396,450.81| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : RS-29556-A COUNTIES : DEARBORN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711012
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 134,571.40 100.0000%
2 35-1357381 O`MARA DAVE CONTRACTOR $ 142,960.96 106.2343%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 400 -2
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 400 CONTRACT ID : RS-29556-A COUNTIES : DEARBORN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3500.00000 3500.00| 900.00000 900.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 120.00000 960.00| 110.00000 880.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 1300.00000 1300.00| 1000.00000 1000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-90277 2.000 EACH | 150.00000 300.00| 500.00000 1000.00|
DETECTOR HOUSING, REMOVE | | |
0012 304-07490 550.000 TON | 70.00000 38500.00| 90.00000 49500.00|
HMA PATCHING, TYPE B | | |
0013 306-08034 7810.000 SYS | 0.70000 5467.00| 1.50000 11715.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0014 306-08432 500.000 SYS | 3.20000 1600.00| 1.50000 750.00|
MILLING, APPROACH | | |
0015 401-07321 645.000 TON | 72.00000 46440.00| 71.00000 45795.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0016 402-07451 50.000 TON | 97.00000 4850.00| 100.00000 5000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0017 406-05520 2.250 TON | 300.00000 675.00| 500.00000 1125.00|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 400 -3
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 400 CONTRACT ID : RS-29556-A COUNTIES : DEARBORN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 610-07487 50.000 TON | 110.00000 5500.00| 110.00000 5500.00|
HMA FOR APPROACHES, TYPE B | | |
0019 628-09402 4.000 MOS | 1100.00000 4400.00| 800.00000 3200.00|
FIELD OFFICE, B | | |
0020 720-44000 3.000 EACH | 350.00000 1050.00| 400.00000 1200.00|
CASTING, ADJUST TO GRADE | | |
0021 801-03290 3.000 EACH | 195.00000 585.00| 275.00000 825.00|
CONSTRUCTION SIGN, C | | |
0022 801-06203 275.000 LFT | 1.00000 275.00| 0.60000 165.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0023 801-06207 275.000 LFT | 2.20000 605.00| 1.10000 302.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0024 801-06640 14.000 EACH | 145.00000 2030.00| 115.00000 1610.00|
CONSTRUCTION SIGN, A | | |
0025 801-06775 LUMP | 5000.00000 5000.00| 4000.00000 4000.00|
MAINTAINING TRAFFIC | | |
0026 805-01836 100.000 LFT | 0.95000 95.00| 3.00000 300.00|
SIGNAL CABLE DETECTOR, 2C 16GA., | | |
SHIELDED, LEAD IN | | |
0027 805-02441 1000.000 LFT | 0.75000 750.00| 0.30000 300.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0028 805-78785 2.000 EACH | 1000.00000 2000.00| 1200.00000 2400.00|
SIGNAL DETECTOR HOUSING | | |
0029 805-78795 320.000 LFT | 12.00000 3840.00| 9.00000 2880.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0030 808-06712 500.000 LFT | 1.10000 550.00| 0.28000 140.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0031 808-06713 1261.000 LFT | 0.45000 567.45| 0.28000 353.08|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0032 808-06714 2671.000 LFT | 0.45000 1201.95| 0.28000 747.88|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0033 808-75297 35.000 LFT | 15.00000 525.00| 9.90000 346.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0034 808-75320 6.000 EACH | 95.00000 570.00| 70.00000 420.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0035 808-75996 60.000 EACH | 21.15000 1269.00| 5.00000 300.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 134,571.40| $ 142,960.96| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 134,571.40| $ 142,960.96| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 404 -1
VENDOR RANKING
CALL ORDER : 404 CONTRACT ID : RS-29870-A COUNTIES : HAMILTON MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/05/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710475
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 20-4163875 TERRY ASPHALT MATERIALS INC $ 915,924.37 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 404 -2
TABULATION OF BIDS
ROUTE : SR 38
CALL ORDER : 404 CONTRACT ID : RS-29870-A COUNTIES : HAMILTON MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICRO-SURFACING
| | |
0001 105-06845 LUMP | 2150.00000 2150.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 100.00000 1800.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 49826.00000 49826.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 301-07448 380.000 TON | 11.00000 4180.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0011 303-07449 219.000 TON | 43.00000 9417.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0012 304-07491 396.000 TON | 98.00000 38808.00| |
HMA PATCHING, TYPE C | | |
0013 306-08038 909.000 SYS | 1.00000 909.00| |
MILLING, ASPHALT, 4 IN. | | |
0014 306-08043 640.000 SYS | 1.00000 640.00| |
MILLING, TRANSITION | | |
0016 507-07479 220.000 TON | 171.00000 37620.00| |
HMA PARTIAL DEPTH PATCH | | |
0017 615-06525 8.000 EACH | 600.00000 4800.00| |
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0018 628-09402 9.000 MOS | 1800.00000 16200.00| |
FIELD OFFICE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 404 -3
TABULATION OF BIDS
ROUTE : SR 38
CALL ORDER : 404 CONTRACT ID : RS-29870-A COUNTIES : HAMILTON MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09408 9.000 MOS | 450.00000 4050.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0020 628-09409 9.000 MOS | 100.00000 900.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-01093 4.000 EACH | 1850.00000 7400.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0022 801-03290 3.000 EACH | 415.00000 1245.00| |
CONSTRUCTION SIGN, C | | |
0023 801-06207 3654.000 LFT | 1.00000 3654.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0024 801-06640 36.000 EACH | 175.00000 6300.00| |
CONSTRUCTION SIGN, A | | |
0025 801-06775 LUMP | 65462.00000 65462.00| |
MAINTAINING TRAFFIC | | |
0026 801-92448 180.000 DAY | 1.00000 180.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0027 804-76350 7.000 EACH | 60.00000 420.00| |
DELINEATOR WITH POST, D3, 3 IN. DIA. | | |
0028 805-02327 2.000 EACH | 500.00000 1000.00| |
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0029 808-04723 48.000 LFT | 1.40000 67.20| |
LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 4 | | |
IN. | | |
0030 808-06703 75179.000 LFT | 0.39000 29319.81| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0031 808-75240 8299.000 LFT | 0.39000 3236.61| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0032 808-75245 39890.000 LFT | 0.39000 15557.10| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0033 808-75290 220.000 LFT | 3.30000 726.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0034 808-75297 276.000 LFT | 5.00000 1380.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 404 -4
TABULATION OF BIDS
ROUTE : SR 38
CALL ORDER : 404 CONTRACT ID : RS-29870-A COUNTIES : HAMILTON MADISON
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 808-75320 2.000 EACH | 72.00000 144.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0036 808-75325 2.000 EACH | 89.00000 178.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0037 808-75996 770.000 EACH | 4.00000 3080.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0038 808-75998 770.000 EACH | 16.00000 12320.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0039 411-09521 153909.000 SYS | 3.85000 592549.65| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
SECTION TOTALS | $ 915,924.37| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 915,924.37| $ 142,960.96| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 406 -1
VENDOR RANKING
CALL ORDER : 406 CONTRACT ID : RS-29871-A COUNTIES : UNION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710491
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 20-4163875 TERRY ASPHALT MATERIALS INC $ 965,236.07 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 406 -2
TABULATION OF BIDS
ROUTE : 101
CALL ORDER : 406 CONTRACT ID : RS-29871-A COUNTIES : UNION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACE
| | |
0001 105-06845 LUMP | 2915.00000 2915.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 35679.00000 35679.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 304-07490 2050.000 TON | 140.00000 287000.00| |
HMA PATCHING, TYPE B | | |
0012 604-07901 24.500 SYS | 500.00000 12250.00| |
CURB RAMP, CONCRETE, G | | |
0013 604-07902 6.300 SYS | 500.00000 3150.00| |
CURB RAMP, CONCRETE, H | | |
0014 615-06527 1.000 EACH | 500.00000 500.00| |
MONUMENT, SECTION CORNER | | |
0015 628-09402 6.000 MOS | 1800.00000 10800.00| |
FIELD OFFICE, B | | |
0016 801-03290 2.000 EACH | 385.00000 770.00| |
CONSTRUCTION SIGN, C | | |
0017 801-06203 4131.000 LFT | 1.00000 4131.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0018 801-06640 36.000 EACH | 160.00000 5760.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 406 -3
TABULATION OF BIDS
ROUTE : 101
CALL ORDER : 406 CONTRACT ID : RS-29871-A COUNTIES : UNION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06775 LUMP | 68579.00000 68579.00| |
MAINTAINING TRAFFIC | | |
0020 808-06713 80729.000 LFT | 0.16500 13320.29| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0021 808-75240 3528.000 LFT | 0.38000 1340.64| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0022 808-75245 55403.000 LFT | 0.38000 21053.14| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0023 808-75297 24.000 LFT | 11.00000 264.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0024 808-75320 1.000 EACH | 165.00000 165.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0025 808-75340 2.000 EACH | 500.00000 1000.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0026 808-75998 665.000 EACH | 16.00000 10640.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0027 411-09521 114225.000 SYS | 4.24000 484314.00| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
SECTION TOTALS | $ 965,236.07| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 965,236.07| $ 142,960.96| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : RS-29873-A COUNTIES : DELAWARE JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 06/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710493
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 26-2688853 STRAWSER CONSTRUCTION INC $ 403,086.42 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 410 -2
TABULATION OF BIDS
ROUTE : 167
CALL ORDER : 410 CONTRACT ID : RS-29873-A COUNTIES : DELAWARE JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 26-2688853 |( ) |( )
|STRAWSER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 RESURFACE, PARTIAL 3-R
| | |
0001 105-06845 LUMP | 1600.00000 1600.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 100.00000 300.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 14792.00000 14792.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-01180 250.000 TON | 45.00000 11250.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0011 304-07490 70.000 TON | 115.00000 8050.00| |
HMA PATCHING, TYPE B | | |
0012 411-09521 65500.000 SYS | 4.65000 304575.00| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0013 628-09408 3.000 MOS | 400.00000 1200.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0014 628-09409 3.000 MOS | 100.00000 300.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0015 801-06775 LUMP | 32949.00000 32949.00| |
MAINTAINING TRAFFIC | | |
0016 808-06713 38264.000 LFT | 0.12000 4591.68| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0017 808-75240 2804.000 LFT | 0.33000 925.32| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 410 -3
TABULATION OF BIDS
ROUTE : 167
CALL ORDER : 410 CONTRACT ID : RS-29873-A COUNTIES : DELAWARE JAY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 26-2688853 |( ) |( )
|STRAWSER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 808-75245 19874.000 LFT | 0.33000 6558.42| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0019 808-75297 120.000 LFT | 6.75000 810.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0020 808-75996 360.000 EACH | 20.00000 7200.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0021 808-75998 389.000 EACH | 20.00000 7780.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 403,086.42| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 403,086.42| $ 142,960.96| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : RS-29879-A COUNTIES : HENRY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710498
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 26-2688853 STRAWSER CONSTRUCTION INC $ 964,274.92 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 420 -2
TABULATION OF BIDS
ROUTE : 38
CALL ORDER : 420 CONTRACT ID : RS-29879-A COUNTIES : HENRY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 26-2688853 |( ) |( )
|STRAWSER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE, MICRO SURFACING
| | |
0001 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 100.00000 1200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 27250.00000 27250.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 303-07449 650.000 TON | 62.00000 40300.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0010 304-07491 105.000 TON | 440.00000 46200.00| |
HMA PATCHING, TYPE C | | |
0011 411-09521 181500.000 SYS | 3.94000 715110.00| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0012 628-09402 6.000 MOS | 1800.00000 10800.00| |
FIELD OFFICE, B | | |
0013 628-09407 6.000 MOS | 400.00000 2400.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0014 801-06775 LUMP | 44490.00000 44490.00| |
MAINTAINING TRAFFIC | | |
0015 808-06703 102000.000 LFT | 0.31000 31620.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0016 808-75240 8500.000 LFT | 0.31000 2635.00| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 420 -3
TABULATION OF BIDS
ROUTE : 38
CALL ORDER : 420 CONTRACT ID : RS-29879-A COUNTIES : HENRY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 26-2688853 |( ) |( )
|STRAWSER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 808-75245 52000.000 LFT | 0.31000 16120.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0018 808-75297 644.000 LFT | 4.40000 2833.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0019 808-75300 220.000 LFT | 1.11000 244.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0020 808-75340 2.000 EACH | 385.00000 770.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0021 808-75996 900.000 EACH | 5.00000 4500.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0022 808-75998 1066.000 EACH | 16.32000 17397.12| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 964,274.92| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 964,274.92| $ 142,960.96| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 09/18/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710801
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,512,785.96 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,990,424.86 131.5735%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -2
TABULATION OF BIDS
ROUTE : 22
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 1500.00000 1500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 120.00000 120.00| 79.99000 79.99|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 90.00000 810.00| 35.99000 323.91|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 75600.00000 75600.00| 95000.00000 95000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02241 592.500 LFT | 4.00000 2370.00| 4.00000 2370.00|
GUARDRAIL, REMOVE | | |
0012 202-93741 3.000 EACH | 981.81000 2945.43| 150.00000 450.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0013 203-02000 322.000 CYS | 3.00000 966.00| 15.00000 4830.00|
EXCAVATION, COMMON | | |
0014 203-08607 225.000 LFT | 30.00000 6750.00| 14.00000 3150.00|
LINEAR GRADING | | |
0015 207-08267 114.000 SYS | 50.00000 5700.00| 15.00000 1710.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0016 211-09264 543.000 CYS | 30.00000 16290.00| 43.00000 23349.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0017 301-07448 1058.000 TON | 5.00000 5290.00| 10.00000 10580.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -3
TABULATION OF BIDS
ROUTE : 22
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 303-01180 2422.000 TON | 5.00000 12110.00| 10.00000 24220.00|
COMPACTED AGGREGATE, NO. 53 | | |
0019 304-07490 5705.000 TON | 41.25000 235331.25| 63.00000 359415.00|
HMA PATCHING, TYPE B , FUNCTIONAL | | |
SECTION | | |
0020 304-07493 428.000 TON | 80.00000 34240.00| 87.00000 37236.00|
WIDENING WITH HMA, TYPE B | | |
0021 306-08034 28107.000 SYS | 1.50000 42160.50| 0.29000 8151.03|
MILLING, ASPHALT, 1 1/2 IN. | | |
0022 306-08043 690.000 SYS | 0.20000 138.00| 0.29000 200.10|
MILLING, TRANSITION | | |
0023 306-08432 9697.000 SYS | 0.20000 1939.40| 0.50000 4848.50|
MILLING, APPROACH | | |
0024 306-08563 36731.000 SYS | 1.50000 55096.50| 0.29000 10651.99|
MILLING ASPHALT, 1 1/4 IN. | | |
0025 401-06264 LUMP | 6000.00000 6000.00| 1500.00000 1500.00|
PROFILOGRAPH, HMA | | |
0026 401-07321 5418.000 TON | 61.00000 330498.00| 66.00000 357588.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0027 401-07371 4120.000 TON | 55.00000 226600.00| 61.00000 251320.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |
0028 406-05520 36.000 TON | 50.00000 1800.00| 545.00000 19620.00|
ASPHALT FOR TACK COAT | | |
0029 601-01625 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-06037 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00|
GUARDRAIL END TREATMENT, I | | |
0032 601-06038 1.000 EACH | 3900.00000 3900.00| 3900.00000 3900.00|
GUARDRAIL END TREATMENT, II | | |
0033 601-09238 30.000 EACH | 125.00000 3750.00| 125.00000 3750.00|
HAND DIG GUARDRAIL POST HOLES | | |
0034 601-94689 6.000 EACH | 3242.70000 19456.20| 2600.00000 15600.00|
GUARDRAIL END TREATMENT, OS | | |
0035 601-99105 770.750 LFT | 22.00000 16956.50| 22.00000 16956.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 604-07894 21.000 SYS | 150.00000 3150.00| 272.17000 5715.57|
CURB RAMP, CONCRETE, A | | |
0037 604-07896 85.600 SYS | 150.00000 12840.00| 219.17000 18760.95|
CURB RAMP, CONCRETE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -4
TABULATION OF BIDS
ROUTE : 22
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07898 5.400 SYS | 150.00000 810.00| 365.17000 1971.92|
CURB RAMP, CONCRETE, D | | |
0039 604-07899 53.500 SYS | 150.00000 8025.00| 257.17000 13758.60|
CURB RAMP, CONCRETE, E | | |
0040 604-07901 34.300 SYS | 150.00000 5145.00| 275.15000 9437.65|
CURB RAMP, CONCRETE, G | | |
0041 604-07902 18.900 SYS | 150.00000 2835.00| 296.17000 5597.61|
CURB RAMP, CONCRETE, H | | |
0042 604-07903 17.800 SYS | 150.00000 2670.00| 296.17000 5271.83|
CURB RAMP, CONCRETE, K | | |
0043 610-07487 1415.000 TON | 45.00000 63675.00| 35.00000 49525.00|
HMA FOR APPROACHES, TYPE B | | |
0044 615-06520 7.000 EACH | 525.00000 3675.00| 525.00000 3675.00|
MONUMENT, RE-ESTABLISH | | |
0045 628-09402 9.000 MOS | 1956.00000 17604.00| 1787.00000 16083.00|
FIELD OFFICE, B | | |
0046 628-09407 9.000 MOS | 227.00000 2043.00| 231.00000 2079.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0047 715-05019 40.000 LFT | 120.00000 4800.00| 116.00000 4640.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0048 715-05118 168.000 LFT | 110.00000 18480.00| 37.00000 6216.00|
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0049 715-05119 81.000 LFT | 190.00000 15390.00| 122.00000 9882.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0050 715-08305 112.000 TON | 100.00000 11200.00| 50.00000 5600.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0051 715-46000 7.000 EACH | 300.00000 2100.00| 175.00000 1225.00|
PIPE END SECTION, 12 IN. | | |
0052 715-46005 2.000 EACH | 500.00000 1000.00| 210.00000 420.00|
PIPE END SECTION, 15 IN. | | |
0053 715-46040 1.000 EACH | 1000.00000 1000.00| 786.00000 786.00|
PIPE END SECTION, 36 IN. | | |
0054 720-44000 3.000 EACH | 500.00000 1500.00| 431.00000 1293.00|
CASTING, ADJUST TO GRADE | | |
0055 720-45610 4.000 LFT | 500.00000 2000.00| 160.00000 640.00|
STRUCTURE, CATCH BASIN, RECONSTRUCT | | |
0056 801-03290 2.000 EACH | 175.00000 350.00| 210.00000 420.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -5
TABULATION OF BIDS
ROUTE : 22
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-04308 7.000 EACH | 250.00000 1750.00| 250.00000 1750.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06203 3720.000 LFT | 0.55000 2046.00| 0.28000 1041.60|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0059 801-06207 2305.000 LFT | 1.00000 2305.00| 0.90000 2074.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0060 801-06625 26.000 EACH | 70.00000 1820.00| 95.00000 2470.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0061 801-06640 52.000 EACH | 115.00000 5980.00| 115.00000 5980.00|
CONSTRUCTION SIGN, A | | |
0062 801-06645 2.000 EACH | 40.00000 80.00| 100.00000 200.00|
CONSTRUCTION SIGN, B | | |
0063 801-06775 LUMP | 93000.00000 93000.00| 343196.31000 343196.31|
MAINTAINING TRAFFIC | | |
0064 801-07119 100.000 LFT | 6.58000 658.00| 15.00000 1500.00|
BARRICADE, III-B | | |
0065 802-05704 28.000 LFT | 19.00000 532.00| 19.00000 532.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0066 802-05705 28.000 LFT | 18.00000 504.00| 18.00000 504.00|
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0067 802-91122 3.000 EACH | 125.00000 375.00| 125.00000 375.00|
SIGN, GROUND MOUNTED, RESET | | |
0068 804-06771 5.000 EACH | 35.00000 175.00| 35.00000 175.00|
DELINEATOR POST, FLEXIBLE | | |
0069 808-75205 40578.000 LFT | 0.29000 11767.62| 0.27000 10956.06|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0070 808-75240 3793.000 LFT | 0.29000 1099.97| 0.27000 1024.11|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0071 808-75245 23569.000 LFT | 0.29000 6835.01| 0.27000 6363.63|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0072 808-75297 40.000 LFT | 4.59000 183.60| 10.00000 400.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0073 808-75300 517.000 LFT | 1.15000 594.55| 1.00000 517.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 430 -6
TABULATION OF BIDS
ROUTE : 22
CALL ORDER : 430 CONTRACT ID : RS-30157-A COUNTIES : GRANT
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-75996 486.000 EACH | 3.13000 1521.18| 2.20000 1069.20|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0075 808-75998 360.000 EACH | 15.70000 5652.00| 16.50000 5940.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0076 801-92448 360.000 DAY | 1.00000 360.00| 1.00000 360.00|
CONSTRUCTION SIGNS, MOBILE | | |
0077 304-07490 1785.000 TON | 41.25000 73631.25| 100.78000 179892.30|
HMA PATCHING, TYPE B , PM SECTION | | |
SECTION TOTALS | $ 1,512,785.96| $ 1,990,424.86| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,512,785.96| $ 1,990,424.86| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -1
VENDOR RANKING
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 09/12/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9803530
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1461789 POINDEXTER EXCAVATING $ 906,326.05 100.0000%
2 35-1374866 PRIMCO INC $ 1,031,900.99 113.8554%
3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,043,000.00 115.0800%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,059,953.00 116.9505%
34-1556319 JUTTE EXCAVATING INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -2
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 35-1374866 |( 3 ) 35-1151771
|POINDEXTER EXCAVATING |PRIMCO INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 12530.00000 12530.00| 9950.00000 9950.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 49000.00000 49000.00| 51595.05000 51595.05| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 43000.00000 43000.00| 30957.03000 30957.03| 24000.00000 24000.00
CLEARING RIGHT OF WAY | | |
0008 202-02241 143.400 m | 18.00000 2581.20| 16.30000 2337.42| 16.30000 2337.42
GUARDRAIL, REMOVE | | |
0009 202-03000 LUMP | 30000.00000 30000.00| 29905.88000 29905.88| 30000.00000 30000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0010 202-51330 LUMP | 10000.00000 10000.00| 49674.00000 49674.00| 16000.00000 16000.00
PRESENT STRUCTURE, REMOVE | | |
0011 202-74035 8.000 EACH | 100.00000 800.00| 85.00000 680.00| 150.00000 1200.00
SIGN, REMOVE | | |
0012 203-02000 7268.100 m3 | 9.60000 69773.76| 10.86000 78931.57| 26.00000 188970.60
EXCAVATION, COMMON | | |
0013 203-02070 299.000 m3 | 20.00000 5980.00| 14.29000 4272.71| 22.00000 6578.00
BORROW | | |
0014 203-51223 499.000 m3 | 25.00000 12475.00| 25.04000 12494.96| 16.00000 7984.00
EXCAVATION, WATERWAY | | |
0015 205-06931 229.000 Mg | 30.00000 6870.00| 37.69000 8631.01| 38.35000 8782.15
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06937 610.000 m | 5.00000 3050.00| 5.35000 3263.50| 4.35000 2653.50
TEMPORARY SILT FENCE | | |
0017 207-08262 6993.000 m2 | 6.30000 44055.90| 13.83000 96713.19| 5.00000 34965.00
SUBGRADE TREATMENT, TYPE I | | |
0018 207-08267 4174.000 m2 | 5.60000 23374.40| 8.33000 34769.42| 9.00000 37566.00
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -3
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 35-1374866 |( 3 ) 35-1151771
|POINDEXTER EXCAVATING |PRIMCO INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09265 487.400 m3 | 35.00000 17059.00| 42.25000 20592.65| 44.00000 21445.60
STRUCTURE BACKFILL, TYPE 2 | | |
0020 213-09269 223.500 m3 | 60.00000 13410.00| 100.00000 22350.00| 140.00000 31290.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0021 301-07448 2951.100 Mg | 16.00000 47217.60| 19.60000 57841.56| 19.60000 57841.56
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 306-08043 475.200 m2 | 9.00000 4276.80| 6.00000 2851.20| 9.00000 4276.80
MILLING, TRANSITION | | |
0023 402-07434 752.300 Mg | 88.50000 66578.55| 83.53000 62839.62| 83.53000 62839.62
HMA SURFACE, TYPE C | | |
0024 402-07439 1481.800 Mg | 64.30000 95279.74| 60.69000 89930.44| 60.69000 89930.44
HMA INTERMEDIATE, TYPE C | | |
0025 402-07442 653.000 Mg | 67.70000 44208.10| 63.82000 41674.46| 63.82000 41674.46
HMA BASE, TYPE C | | |
0027 406-05520 4.000 Mg | 510.00000 2040.00| 480.00000 1920.00| 480.00000 1920.00
ASPHALT FOR TACK COAT | | |
0028 601-01626 2.000 EACH | 1537.00000 3074.00| 1450.00000 2900.00| 1450.00000 2900.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0029 601-02800 4.000 EACH | 1113.00000 4452.00| 1050.00000 4200.00| 1050.00000 4200.00
GUARDRAIL TRANSITION, TGT | | |
0030 601-06037 2.000 EACH | 900.00000 1800.00| 850.00000 1700.00| 850.00000 1700.00
GUARDRAIL END TREATMENT, I | | |
0031 601-94689 2.000 EACH | 2600.00000 5200.00| 2450.00000 4900.00| 2450.00000 4900.00
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 102.900 m | 62.00000 6379.80| 58.00000 5968.20| 58.00000 5968.20
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 610-07487 44.500 Mg | 90.00000 4005.00| 82.65000 3677.93| 82.65000 3677.93
HMA FOR APPROACHES, TYPE B | | |
0034 615-06490 35.000 EACH | 132.00000 4620.00| 124.00000 4340.00| 124.00000 4340.00
RIGHT OF WAY MARKER | | |
0035 615-06505 4.000 EACH | 675.00000 2700.00| 635.00000 2540.00| 635.00000 2540.00
MONUMENT, B | | |
0036 615-06510 1.000 EACH | 560.00000 560.00| 525.00000 525.00| 525.00000 525.00
MONUMENT, C | | |
0037 616-02320 498.400 m2 | 5.00000 2492.00| 3.21000 1599.86| 4.00000 1993.60
GEOTEXTILES | | |
0038 616-05688 467.000 Mg | 46.00000 21482.00| 55.00000 25685.00| 37.00000 17279.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -4
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 35-1374866 |( 3 ) 35-1151771
|POINDEXTER EXCAVATING |PRIMCO INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-06405 15.400 Mg | 35.00000 539.00| 37.59000 578.89| 33.00000 508.20
RIPRAP, REVETMENT | | |
0040 616-07656 75.800 Mg | 35.00000 2653.00| 35.44000 2686.35| 33.00000 2501.40
RIPRAP | | |
0041 621-01004 1.000 EACH | 600.00000 600.00| 450.00000 450.00| 450.00000 450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 0.700 Mg | 2800.00000 1960.00| 2646.00000 1852.20| 2646.00000 1852.20
FERTILIZER | | |
0043 621-06553 571.000 kg | 6.00000 3426.00| 4.52000 2580.92| 4.52000 2580.92
SEED MIXTURE, R | | |
0044 621-06565 13.600 Mg | 340.00000 4624.00| 319.00000 4338.40| 319.00000 4338.40
MULCHING MATERIAL | | |
0045 621-06567 48.000 kL | 10.00000 480.00| 2.00000 96.00| 2.00000 96.00
WATER | | |
0046 621-06574 2179.500 m2 | 4.00000 8718.00| 3.70000 8064.15| 3.70000 8064.15
SODDING | | |
0047 628-09401 10.000 MOS | 1900.00000 19000.00| 2100.00000 21000.00| 2700.00000 27000.00
FIELD OFFICE, A | | |
0048 628-09407 10.000 MOS | 180.00000 1800.00| 231.00000 2310.00| 350.00000 3500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 706-06347 14.420 m | 1100.00000 15862.00| 1280.06000 18458.47| 940.00000 13554.80
RAILING, CF-1 | | |
0050 715-05019 26.700 m | 180.00000 4806.00| 345.91000 9235.80| 270.00000 7209.00
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0051 715-05048 30.000 m | 31.00000 930.00| 52.35000 1570.50| 115.00000 3450.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0052 715-05049 30.000 m | 35.00000 1050.00| 59.45000 1783.50| 350.00000 10500.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0053 715-05051 30.000 m | 40.00000 1200.00| 64.50000 1935.00| 375.00000 11250.00
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0054 715-05119 24.000 m | 100.00000 2400.00| 135.55000 3253.20| 130.00000 3120.00
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0055 715-05169 37.000 m | 125.00000 4625.00| 130.50000 4828.50| 130.00000 4810.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-46005 7.000 EACH | 540.00000 3780.00| 195.00000 1365.00| 600.00000 4200.00
PIPE END SECTION, 375 mm | | |
0057 715-46040 2.000 EACH | 1340.00000 2680.00| 735.00000 1470.00| 1500.00000 3000.00
PIPE END SECTION, 900 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -5
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 35-1374866 |( 3 ) 35-1151771
|POINDEXTER EXCAVATING |PRIMCO INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 723-08327 19.110 m | 4950.00000 94594.50| 6700.00000 128037.00| 4150.00000 79306.50
STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | |
X 2740 mm | | |
0059 723-08608 59.000 m2 | 680.00000 40120.00| 375.00000 22125.00| 725.00000 42775.00
WINGWALL | | |
0060 801-03290 6.000 EACH | 73.00000 438.00| 69.00000 414.00| 150.00000 900.00
CONSTRUCTION SIGN, C | | |
0061 801-04308 2.000 EACH | 320.00000 640.00| 293.00000 586.00| 345.00000 690.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 29.000 EACH | 82.00000 2378.00| 77.00000 2233.00| 79.00000 2291.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 34.000 EACH | 66.00000 2244.00| 62.00000 2108.00| 125.00000 4250.00
CONSTRUCTION SIGN, A | | |
0064 801-06775 LUMP | 10000.00000 10000.00| 4861.20000 4861.20| 4729.10000 4729.10
MAINTAINING TRAFFIC | | |
0065 801-07118 57.600 m | 12.00000 691.20| 10.85000 624.96| 27.89000 1606.46
BARRICADE, III-A | | |
0066 801-07119 57.600 m | 16.00000 921.60| 14.90000 858.24| 37.95000 2185.92
BARRICADE, III-B | | |
0067 802-05704 51.000 m | 25.00000 1275.00| 22.00000 1122.00| 22.00000 1122.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0068 802-07060 2.000 EACH | 100.00000 200.00| 95.00000 190.00| 95.00000 190.00
SIGN, SHEET, RELOCATE | | |
0069 802-76025 2.190 m2 | 300.00000 657.00| 275.00000 602.25| 275.00000 602.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0070 804-06725 4.000 EACH | 30.00000 120.00| 28.00000 112.00| 28.00000 112.00
DELINEATOR WITH POST, D1, 75 mm | | |
0071 804-76420 1.000 EACH | 150.00000 150.00| 120.00000 120.00| 120.00000 120.00
MARKER TYPE 3, (W59 L) WITH POST | | |
0072 804-76425 1.000 EACH | 150.00000 150.00| 120.00000 120.00| 120.00000 120.00
MARKER TYPE 3, (W59 R) WITH POST | | |
0073 808-01226 73.000 EACH | 33.00000 2409.00| 1.00000 73.00| 29.95000 2186.35
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
CASTING, INSTALL | | |
0074 808-06703 1556.000 m | 1.20000 1867.20| 1.15000 1789.40| 1.21000 1882.76
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0075 808-75245 2176.000 m | 1.20000 2611.20| 1.15000 2502.40| 1.21000 2632.96
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -6
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 35-1374866 |( 3 ) 35-1151771
|POINDEXTER EXCAVATING |PRIMCO INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 808-75996 35.000 EACH | 26.50000 927.50| 22.00000 770.00| 30.85000 1079.75
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 906,326.05| $ 1,031,900.99| $ 1,043,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 906,326.05| $ 1,031,900.99| $ 1,043,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -7
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 36924.20000 36924.20| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 44468.00000 44468.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 56000.00000 56000.00| |
CLEARING RIGHT OF WAY | | |
0008 202-02241 143.400 m | 15.00000 2151.00| |
GUARDRAIL, REMOVE | | |
0009 202-03000 LUMP | 58000.00000 58000.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0010 202-51330 LUMP | 11682.98000 11682.98| |
PRESENT STRUCTURE, REMOVE | | |
0011 202-74035 8.000 EACH | 75.00000 600.00| |
SIGN, REMOVE | | |
0012 203-02000 7268.100 m3 | 15.50000 112655.55| |
EXCAVATION, COMMON | | |
0013 203-02070 299.000 m3 | 15.00000 4485.00| |
BORROW | | |
0014 203-51223 499.000 m3 | 25.00000 12475.00| |
EXCAVATION, WATERWAY | | |
0015 205-06931 229.000 Mg | 40.00000 9160.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06937 610.000 m | 4.35000 2653.50| |
TEMPORARY SILT FENCE | | |
0017 207-08262 6993.000 m2 | 10.00000 69930.00| |
SUBGRADE TREATMENT, TYPE I | | |
0018 207-08267 4174.000 m2 | 5.00000 20870.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -8
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09265 487.400 m3 | 48.00000 23395.20| |
STRUCTURE BACKFILL, TYPE 2 | | |
0020 213-09269 223.500 m3 | 92.00000 20562.00| |
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0021 301-07448 2951.100 Mg | 18.00000 53119.80| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 306-08043 475.200 m2 | 10.00000 4752.00| |
MILLING, TRANSITION | | |
0023 402-07434 752.300 Mg | 85.00000 63945.50| |
HMA SURFACE, TYPE C | | |
0024 402-07439 1481.800 Mg | 60.00000 88908.00| |
HMA INTERMEDIATE, TYPE C | | |
0025 402-07442 653.000 Mg | 63.00000 41139.00| |
HMA BASE, TYPE C | | |
0027 406-05520 4.000 Mg | 500.00000 2000.00| |
ASPHALT FOR TACK COAT | | |
0028 601-01626 2.000 EACH | 1890.00000 3780.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0029 601-02800 4.000 EACH | 1240.00000 4960.00| |
GUARDRAIL TRANSITION, TGT | | |
0030 601-06037 2.000 EACH | 821.00000 1642.00| |
GUARDRAIL END TREATMENT, I | | |
0031 601-94689 2.000 EACH | 2444.00000 4888.00| |
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 102.900 m | 56.00000 5762.40| |
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 610-07487 44.500 Mg | 95.00000 4227.50| |
HMA FOR APPROACHES, TYPE B | | |
0034 615-06490 35.000 EACH | 147.00000 5145.00| |
RIGHT OF WAY MARKER | | |
0035 615-06505 4.000 EACH | 590.00000 2360.00| |
MONUMENT, B | | |
0036 615-06510 1.000 EACH | 465.00000 465.00| |
MONUMENT, C | | |
0037 616-02320 498.400 m2 | 2.00000 996.80| |
GEOTEXTILES | | |
0038 616-05688 467.000 Mg | 58.00000 27086.00| |
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -9
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-06405 15.400 Mg | 48.00000 739.20| |
RIPRAP, REVETMENT | | |
0040 616-07656 75.800 Mg | 38.00000 2880.40| |
RIPRAP | | |
0041 621-01004 1.000 EACH | 450.00000 450.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 0.700 Mg | 2646.00000 1852.20| |
FERTILIZER | | |
0043 621-06553 571.000 kg | 4.52000 2580.92| |
SEED MIXTURE, R | | |
0044 621-06565 13.600 Mg | 319.00000 4338.40| |
MULCHING MATERIAL | | |
0045 621-06567 48.000 kL | 2.00000 96.00| |
WATER | | |
0046 621-06574 2179.500 m2 | 3.70000 8064.15| |
SODDING | | |
0047 628-09401 10.000 MOS | 1685.00000 16850.00| |
FIELD OFFICE, A | | |
0048 628-09407 10.000 MOS | 231.00000 2310.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 706-06347 14.420 m | 730.00000 10526.60| |
RAILING, CF-1 | | |
0050 715-05019 26.700 m | 185.00000 4939.50| |
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0051 715-05048 30.000 m | 60.00000 1800.00| |
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0052 715-05049 30.000 m | 59.00000 1770.00| |
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0053 715-05051 30.000 m | 66.00000 1980.00| |
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0054 715-05119 24.000 m | 114.00000 2736.00| |
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0055 715-05169 37.000 m | 83.00000 3071.00| |
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-46005 7.000 EACH | 260.00000 1820.00| |
PIPE END SECTION, 375 mm | | |
0057 715-46040 2.000 EACH | 700.00000 1400.00| |
PIPE END SECTION, 900 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -10
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 723-08327 19.110 m | 4400.00000 84084.00| |
STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | |
X 2740 mm | | |
0059 723-08608 59.000 m2 | 670.00000 39530.00| |
WINGWALL | | |
0060 801-03290 6.000 EACH | 69.00000 414.00| |
CONSTRUCTION SIGN, C | | |
0061 801-04308 2.000 EACH | 293.00000 586.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 29.000 EACH | 77.00000 2233.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 34.000 EACH | 62.00000 2108.00| |
CONSTRUCTION SIGN, A | | |
0064 801-06775 LUMP | 50000.00000 50000.00| |
MAINTAINING TRAFFIC | | |
0065 801-07118 57.600 m | 10.85000 624.96| |
BARRICADE, III-A | | |
0066 801-07119 57.600 m | 14.90000 858.24| |
BARRICADE, III-B | | |
0067 802-05704 51.000 m | 35.00000 1785.00| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0068 802-07060 2.000 EACH | 175.00000 350.00| |
SIGN, SHEET, RELOCATE | | |
0069 802-76025 2.190 m2 | 380.00000 832.20| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0070 804-06725 4.000 EACH | 24.00000 96.00| |
DELINEATOR WITH POST, D1, 75 mm | | |
0071 804-76420 1.000 EACH | 117.00000 117.00| |
MARKER TYPE 3, (W59 L) WITH POST | | |
0072 804-76425 1.000 EACH | 117.00000 117.00| |
MARKER TYPE 3, (W59 R) WITH POST | | |
0073 808-01226 73.000 EACH | 1.00000 73.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
CASTING, INSTALL | | |
0074 808-06703 1556.000 m | 1.15000 1789.40| |
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0075 808-75245 2176.000 m | 1.15000 2502.40| |
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 480 -11
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 480 CONTRACT ID : B -27377-A COUNTIES : BLACKFORD
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 808-75996 35.000 EACH | 13.00000 455.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 1,059,953.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,059,953.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -1
VENDOR RANKING
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 09/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0101230
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1381845 HARVEY GEORGE R & SON INC $ 416,880.00 100.0000%
2 35-1801998 CLR INC $ 489,059.00 117.3141%
3 35-1673827 HENDERSON H E INC $ 548,436.75 131.5575%
4 35-1111003 WHITE CONSTRUCTION INC $ 550,998.00 132.1718%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1381845 |( 2 ) 35-1801998 |( 3 ) 35-1673827
|HARVEY GEORGE R & SON INC |CLR INC |HENDERSON H E INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 35800.00000 35800.00| 5077.00000 5077.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 12.000 MOS | 2500.00000 30000.00| 1000.00000 12000.00| 2033.00000 24396.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 200.00000 2400.00| 25.00000 300.00| 577.80000 6933.60
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 12.000 MOS | 100.00000 1200.00| 35.00000 420.00| 160.50000 1926.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 110-01001 LUMP | 20500.00000 20500.00| 24750.00000 24750.00| 32020.00000 32020.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 5000.00000 5000.00| 4950.00000 4950.00| 4477.00000 4477.00
CLEARING RIGHT OF WAY | | |
0009 202-07003 LUMP | 3500.00000 3500.00| 5900.00000 5900.00| 8411.60000 8411.60
REMOVE , TRIPPING HAZARDS | | |
0010 205-06937 360.000 LFT | 3.40000 1224.00| 9.75000 3510.00| 3.29000 1184.40
TEMPORARY SILT FENCE | | |
0011 206-51220 15.000 CYS | 200.00000 3000.00| 275.00000 4125.00| 101.75000 1526.25
EXCAVATION, WET | | |
0012 206-51225 25.000 CYS | 25.00000 625.00| 75.00000 1875.00| 41.64000 1041.00
EXCAVATION, DRY | | |
0013 206-51235 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 31063.20000 31063.20
COFFERDAM | | |
0014 210-04901 112.000 LFT | 15.00000 1680.00| 25.00000 2800.00| 44.22000 4952.64
RETROFIT , FLASHING | | |
0015 210-05721 LUMP | 12000.00000 12000.00| 17500.00000 17500.00| 32212.00000 32212.00
FIRE RETARDANT TREATMENT | | |
0016 210-05801 250.000 LFT | 7.50000 1875.00| 17.50000 4375.00| 18.55000 4637.50
REPLACE , GIRT | | |
0017 210-05804 LUMP | 10300.00000 10300.00| 17500.00000 17500.00| 23479.20000 23479.20
MISCELLANEOUS , TRUSS REPAIRS | | |
0018 210-05810 2.000 EACH | 610.00000 1220.00| 1100.00000 2200.00| 315.93000 631.86
REPAIR/REPLACE , DOORS AT PIER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1381845 |( 2 ) 35-1801998 |( 3 ) 35-1673827
|HARVEY GEORGE R & SON INC |CLR INC |HENDERSON H E INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 210-05813 LUMP | 64500.00000 64500.00| 43225.00000 43225.00| 140448.00000 140448.00
PAINT , COVERED BRIDGE | | |
0020 210-06752 12.000 EACH | 325.00000 3900.00| 340.00000 4080.00| 285.25000 3423.00
INSTALL , WOOD BOLLARD, FIXED | | |
0021 210-06752 2.000 EACH | 816.00000 1632.00| 1300.00000 2600.00| 285.25000 570.50
INSTALL , WOOD BOLLARD, REMOVABLE | | |
0022 210-06984 3.000 EACH | 750.00000 2250.00| 3500.00000 10500.00| 1699.28000 5097.84
ADJUST , CAPSTONE | | |
0023 210-06984 1.000 EACH | 1500.00000 1500.00| 3800.00000 3800.00| 1340.20000 1340.20
ADJUST , MUDWALL STONE | | |
0024 210-07008 LUMP | 20000.00000 20000.00| 21500.00000 21500.00| 9467.76000 9467.76
RESTORE , PORTALS | | |
0025 210-07008 LUMP | 5500.00000 5500.00| 13500.00000 13500.00| 3111.20000 3111.20
RESTORE , WINGWALL EXTENSIONS | | |
0026 210-07256 1.000 EACH | 1500.00000 1500.00| 13650.00000 13650.00| 535.00000 535.00
RETROFIT , TENSION ROD ASSEMBLY | | |
0027 210-07874 240.000 BDFT | 5.00000 1200.00| 40.00000 9600.00| 25.93000 6223.20
REPLACE , LATERAL BRACE | | |
0028 210-07874 1750.000 BDFT | 10.00000 17500.00| 12.00000 21000.00| 7.64000 13370.00
REPLACE , SIDING | | |
0029 210-07874 227.000 BDFT | 6.00000 1362.00| 125.00000 28375.00| 73.31000 16641.37
REPLACE , TRUSS TIMBER PARTIAL | | |
0030 210-07876 10900.000 BDFT | 1.25000 13625.00| 2.20000 23980.00| 2.35000 25615.00
REPAIR , EXISTING SIDING | | |
0031 210-09417 LUMP | 12000.00000 12000.00| 8500.00000 8500.00| 21293.00000 21293.00
BORATE , TREATMENT | | |
0032 603-90028 10.000 LFT | 20.00000 200.00| 525.00000 5250.00| 24.29000 242.90
FENCE, SPLIT RAIL, RESET | | |
0033 616-05688 115.000 TON | 40.00000 4600.00| 85.00000 9775.00| 33.56000 3859.40
RIPRAP, CLASS 1 | | |
0034 619-91919 25.000 LFT | 80.00000 2000.00| 500.00000 12500.00| 94.51000 2362.75
JOINT AND CRACK CLEANING AND SEALING | | |
0035 702-51005 20.000 CYS | 1000.00000 20000.00| 2170.00000 43400.00| 1200.85000 24017.00
CONCRETE, A, SUBSTRUCTURE | | |
0036 702-51875 60.000 SFT | 100.00000 6000.00| 190.00000 11400.00| 76.98000 4618.80
CONCRETE, A, MODIFIED | | |
0037 703-06029 1154.000 LBS | 2.50000 2885.00| 10.50000 12117.00| 4.97000 5735.38
REINFORCING BARS, EPOXY COATED | | |
0038 710-51870 1600.000 SFT | 40.00000 64000.00| 7.25000 11600.00| 24.67000 39472.00
REPOINTING MASONRY IN STRUCTURES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1381845 |( 2 ) 35-1801998 |( 3 ) 35-1673827
|HARVEY GEORGE R & SON INC |CLR INC |HENDERSON H E INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 711-05395 6.000 EACH | 50.00000 300.00| 325.00000 1950.00| 172.58000 1035.48
REPLACE , GIRT SUPPORT | | |
0040 711-05396 LUMP | 2500.00000 2500.00| 4500.00000 4500.00| 1844.87000 1844.87
REPLACE , TIMBER THRESHOLD | | |
0041 711-05728 6.000 EACH | 50.00000 300.00| 350.00000 2100.00| 104.71000 628.26
REPAIR , RAFTER RAILS | | |
0042 711-05728 1.000 EACH | 40000.00000 40000.00| 5000.00000 5000.00| 5819.96000 5819.96
REPAIR , TRUSS TIMBER | | |
0043 727-93560 LUMP | 1000.00000 1000.00| 3750.00000 3750.00| 26197.50000 26197.50
EPOXY INJECTION, FURNISHING EQUIPMENT | | |
0044 732-06673 7.000 SFT | 300.00000 2100.00| 1200.00000 8400.00| 213.59000 1495.13
REPAIR , RUBBLE MASONRY | | |
SECTION TOTALS | $ 416,880.00| $ 489,059.00| $ 548,436.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 416,880.00| $ 489,059.00| $ 548,436.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1111003 |( ) |( )
|WHITE CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 12.000 MOS | 1400.00000 16800.00| |
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 500.00000 6000.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 12.000 MOS | 400.00000 4800.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 110-01001 LUMP | 27500.00000 27500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 5500.00000 5500.00| |
CLEARING RIGHT OF WAY | | |
0009 202-07003 LUMP | 24865.00000 24865.00| |
REMOVE , TRIPPING HAZARDS | | |
0010 205-06937 360.000 LFT | 2.00000 720.00| |
TEMPORARY SILT FENCE | | |
0011 206-51220 15.000 CYS | 450.00000 6750.00| |
EXCAVATION, WET | | |
0012 206-51225 25.000 CYS | 300.00000 7500.00| |
EXCAVATION, DRY | | |
0013 206-51235 LUMP | 85000.00000 85000.00| |
COFFERDAM | | |
0014 210-04901 112.000 LFT | 40.00000 4480.00| |
RETROFIT , FLASHING | | |
0015 210-05721 LUMP | 8000.00000 8000.00| |
FIRE RETARDANT TREATMENT | | |
0016 210-05801 250.000 LFT | 36.00000 9000.00| |
REPLACE , GIRT | | |
0017 210-05804 LUMP | 9800.00000 9800.00| |
MISCELLANEOUS , TRUSS REPAIRS | | |
0018 210-05810 2.000 EACH | 2800.00000 5600.00| |
REPAIR/REPLACE , DOORS AT PIER | | |
0019 210-05813 LUMP | 54000.00000 54000.00| |
PAINT , COVERED BRIDGE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1111003 |( ) |( )
|WHITE CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 210-06752 12.000 EACH | 680.00000 8160.00| |
INSTALL , WOOD BOLLARD, FIXED | | |
0021 210-06752 2.000 EACH | 3500.00000 7000.00| |
INSTALL , WOOD BOLLARD, REMOVABLE | | |
0022 210-06984 3.000 EACH | 3700.00000 11100.00| |
ADJUST , CAPSTONE | | |
0023 210-06984 1.000 EACH | 4000.00000 4000.00| |
ADJUST , MUDWALL STONE | | |
0024 210-07008 LUMP | 35000.00000 35000.00| |
RESTORE , PORTALS | | |
0025 210-07008 LUMP | 8000.00000 8000.00| |
RESTORE , WINGWALL EXTENSIONS | | |
0026 210-07256 1.000 EACH | 1500.00000 1500.00| |
RETROFIT , TENSION ROD ASSEMBLY | | |
0027 210-07874 240.000 BDFT | 25.00000 6000.00| |
REPLACE , LATERAL BRACE | | |
0028 210-07874 1750.000 BDFT | 10.00000 17500.00| |
REPLACE , SIDING | | |
0029 210-07874 227.000 BDFT | 40.00000 9080.00| |
REPLACE , TRUSS TIMBER PARTIAL | | |
0030 210-07876 10900.000 BDFT | 4.00000 43600.00| |
REPAIR , EXISTING SIDING | | |
0031 210-09417 LUMP | 8000.00000 8000.00| |
BORATE , TREATMENT | | |
0032 603-90028 10.000 LFT | 158.00000 1580.00| |
FENCE, SPLIT RAIL, RESET | | |
0033 616-05688 115.000 TON | 80.00000 9200.00| |
RIPRAP, CLASS 1 | | |
0034 619-91919 25.000 LFT | 109.00000 2725.00| |
JOINT AND CRACK CLEANING AND SEALING | | |
0035 702-51005 20.000 CYS | 1300.00000 26000.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0036 702-51875 60.000 SFT | 50.00000 3000.00| |
CONCRETE, A, MODIFIED | | |
0037 703-06029 1154.000 LBS | 9.00000 10386.00| |
REINFORCING BARS, EPOXY COATED | | |
0038 710-51870 1600.000 SFT | 9.00000 14400.00| |
REPOINTING MASONRY IN STRUCTURES | | |
0039 711-05395 6.000 EACH | 900.00000 5400.00| |
REPLACE , GIRT SUPPORT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 486 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 486 CONTRACT ID : B -28611-B COUNTIES : MONTGOMERY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1111003 |( ) |( )
|WHITE CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 711-05396 LUMP | 4600.00000 4600.00| |
REPLACE , TIMBER THRESHOLD | | |
0041 711-05728 6.000 EACH | 700.00000 4200.00| |
REPAIR , RAFTER RAILS | | |
0042 711-05728 1.000 EACH | 3500.00000 3500.00| |
REPAIR , TRUSS TIMBER | | |
0043 727-93560 LUMP | 19000.00000 19000.00| |
EPOXY INJECTION, FURNISHING EQUIPMENT | | |
0044 732-06673 7.000 SFT | 250.00000 1750.00| |
REPAIR , RUBBLE MASONRY | | |
SECTION TOTALS | $ 550,998.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 550,998.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 490 -1
VENDOR RANKING
CALL ORDER : 490 CONTRACT ID : B -29834-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/17/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0700004
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING INC $ 227,529.86 100.0000%
2 35-1841931 VENUS PAINTING COMPANY $ 268,955.00 118.2065%
3 35-1645115 THREE STAR PAINTING $ 270,447.80 118.8626%
4 36-3526376 ERA VALDIVIA CONTRACTORS INC & SUBSIDIARY $ 274,018.00 120.4317%
5 35-1778430 SPANOS N I PAINTING INC $ 283,138.64 124.4402%
6 35-1602596 ICARUS INDUSTRIAL PAINTING $ 351,163.32 154.3372%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 490 -2
TABULATION OF BIDS
ROUTE : 469
CALL ORDER : 490 CONTRACT ID : B -29834-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1841931 |( 3 ) 35-1645115
|CENTRAL PAINTING INC |VENUS PAINTING COMPANY |THREE STAR PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 60.00000 60.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 150.00000 450.00| 100.00000 300.00| 60.00000 180.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 10000.00000 10000.00| 22000.00000 22000.00| 13500.00000 13500.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-09423 12103.000 SFT | 6.81000 82421.43| 7.00000 84721.00| 9.02000 109169.06
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , Str | | |
No 1 (469)24-02-06947EBL | | |
0010 619-09423 12103.000 SFT | 6.81000 82421.43| 7.00000 84721.00| 9.02000 109169.06
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , Str | | |
No 2 (469)24-02-06947WBL | | |
0011 619-09434 12103.000 SFT | 2.00000 24206.00| 3.00000 36309.00| 1.28000 15491.84
PAINT STEEL BRIDGE, TYPE 1 , Str No 1 | | |
(469)24-02-06947EBL | | |
0012 619-09434 12103.000 SFT | 2.00000 24206.00| 3.00000 36309.00| 1.28000 15491.84
PAINT STEEL BRIDGE, TYPE 1 , Str No 2 | | |
(469)24-02-06947WBL | | |
0013 628-09408 3.000 MOS | 150.00000 450.00| 200.00000 600.00| 215.00000 645.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0014 628-09409 3.000 MOS | 50.00000 150.00| 50.00000 150.00| 60.00000 180.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0015 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 1283.00000 1283.00
SURFACE SEAL , Str No 1 | | |
(469)24-02-06947EBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 490 -3
TABULATION OF BIDS
ROUTE : 469
CALL ORDER : 490 CONTRACT ID : B -29834-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1841931 |( 3 ) 35-1645115
|CENTRAL PAINTING INC |VENUS PAINTING COMPANY |THREE STAR PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 1283.00000 1283.00
SURFACE SEAL , Str No 2 | | |
(469)24-02-06947WBL | | |
0017 801-03290 4.000 EACH | 10.00000 40.00| 80.00000 320.00| 50.00000 200.00
CONSTRUCTION SIGN, C | | |
0018 801-06640 12.000 EACH | 10.00000 120.00| 80.00000 960.00| 30.00000 360.00
CONSTRUCTION SIGN, A | | |
0019 801-06710 60.000 DAY | 10.00000 600.00| 20.00000 1200.00| 6.00000 360.00
FLASHING ARROW SIGN | | |
0020 801-06775 LUMP | 1000.00000 1000.00| 300.00000 300.00| 2566.00000 2566.00
MAINTAINING TRAFFIC | | |
0021 801-92448 720.000 DAY | 0.50000 360.00| 0.50000 360.00| 0.70000 504.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 227,529.86| $ 268,955.00| $ 270,447.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 227,529.86| $ 268,955.00| $ 270,447.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 490 -4
TABULATION OF BIDS
ROUTE : 469
CALL ORDER : 490 CONTRACT ID : B -29834-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 36-3526376 |( 5 ) 35-1778430 |( 6 ) 35-1602596
|ERA VALDIVIA CONTRACTORS INC |SPANOS N I PAINTING INC |ICARUS INDUSTRIAL PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 230.00000 230.00| 200.00000 200.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 250.00000 750.00| 100.00000 300.00| 200.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-09423 12103.000 SFT | 5.00000 60515.00| 7.64000 92466.92| 9.92000 120061.76
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , Str | | |
No 1 (469)24-02-06947EBL | | |
0010 619-09423 12103.000 SFT | 5.00000 60515.00| 7.64000 92466.92| 9.92000 120061.76
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , Str | | |
No 2 (469)24-02-06947WBL | | |
0011 619-09434 12103.000 SFT | 3.00000 36309.00| 3.30000 39939.90| 3.30000 39939.90
PAINT STEEL BRIDGE, TYPE 1 , Str No 1 | | |
(469)24-02-06947EBL | | |
0012 619-09434 12103.000 SFT | 3.00000 36309.00| 3.30000 39939.90| 3.30000 39939.90
PAINT STEEL BRIDGE, TYPE 1 , Str No 2 | | |
(469)24-02-06947WBL | | |
0013 628-09408 3.000 MOS | 100.00000 300.00| 200.00000 600.00| 1000.00000 3000.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0014 628-09409 3.000 MOS | 95.00000 285.00| 100.00000 300.00| 200.00000 600.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0015 709-51821 LUMP | 7500.00000 7500.00| 1000.00000 1000.00| 500.00000 500.00
SURFACE SEAL , Str No 1 | | |
(469)24-02-06947EBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 490 -5
TABULATION OF BIDS
ROUTE : 469
CALL ORDER : 490 CONTRACT ID : B -29834-A COUNTIES : ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 36-3526376 |( 5 ) 35-1778430 |( 6 ) 35-1602596
|ERA VALDIVIA CONTRACTORS INC |SPANOS N I PAINTING INC |ICARUS INDUSTRIAL PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 709-51821 LUMP | 7500.00000 7500.00| 1000.00000 1000.00| 500.00000 500.00
SURFACE SEAL , Str No 2 | | |
(469)24-02-06947WBL | | |
0017 801-03290 4.000 EACH | 200.00000 800.00| 100.00000 400.00| 225.00000 900.00
CONSTRUCTION SIGN, C | | |
0018 801-06640 12.000 EACH | 200.00000 2400.00| 100.00000 1200.00| 145.00000 1740.00
CONSTRUCTION SIGN, A | | |
0019 801-06710 60.000 DAY | 90.00000 5400.00| 10.00000 600.00| 12.00000 720.00
FLASHING ARROW SIGN | | |
0020 801-06775 LUMP | 15000.00000 15000.00| 2000.00000 2000.00| 495.00000 495.00
MAINTAINING TRAFFIC | | |
0021 801-92448 720.000 DAY | 35.00000 25200.00| 1.00000 720.00| 2.50000 1800.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 274,018.00| $ 283,138.64| $ 351,163.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 274,018.00| $ 283,138.64| $ 351,163.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949088
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 1,988,113.62 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,224,686.76 111.8994%
3 61-1023045 FAULKNER CONSTRUCTION LLC $ 2,327,000.00 117.0456%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 2,423,772.05 121.9132%
5 35-1310611 DUNCAN ROBERTSON INC $ 2,722,620.69 136.9449%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,033,647.47 152.5892%
7 35-1128289 BEATY CONSTRUCTION INC $ 3,078,429.28 154.8417%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 56100.00000 56100.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 95000.00000 95000.00| 111234.33000 111234.33| 118056.65000 118056.65
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 19000.00000 19000.00| 22246.86000 22246.86| 11000.00000 11000.00
CLEARING RIGHT OF WAY | | |
0008 202-01261 1.000 EACH | 2529.58000 2529.58| 1500.00000 1500.00| 1255.00000 1255.00
TESTING FOR ASBESTOS | | |
0009 202-02240 2530.000 SYS | 9.50000 24035.00| 12.00000 30360.00| 2.58000 6527.40
PAVEMENT REMOVAL | | |
0010 202-03729 960.000 LFT | 3.04000 2918.40| 5.00000 4800.00| 10.00000 9600.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0011 202-51330 LUMP | 65000.00000 65000.00| 120000.00000 120000.00| 303417.67000 303417.67
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 3154.000 CYS | 18.00000 56772.00| 15.00000 47310.00| 13.00000 41002.00
EXCAVATION, COMMON | | |
0013 203-02070 1111.000 CYS | 15.00000 16665.00| 30.00000 33330.00| 5.00000 5555.00
BORROW | | |
0015 205-06931 7.000 TON | 64.66000 452.62| 50.00000 350.00| 26.00000 182.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 24.000 TON | 71.02000 1704.48| 50.00000 1200.00| 28.00000 672.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2500.000 LFT | 1.27000 3175.00| 1.26000 3150.00| 1.26000 3150.00
TEMPORARY SILT FENCE | | |
0018 206-51225 705.000 CYS | 17.74000 12506.70| 15.00000 10575.00| 18.00000 12690.00
EXCAVATION, DRY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 206-51235 LUMP | 165000.00000 165000.00| 150000.00000 150000.00| 228140.00000 228140.00
COFFERDAM | | |
0020 207-08263 6601.000 SYS | 4.65000 30694.65| 5.00000 33005.00| 4.87000 32146.87
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 113.000 SYS | 14.95000 1689.35| 20.00000 2260.00| 15.67000 1770.71
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 80.700 CYS | 61.08000 4929.16| 65.00000 5245.50| 36.00000 2905.20
AGGREGATE FOR END BENT BACKFILL | | |
0023 302-07455 65.000 CYS | 96.19000 6252.35| 65.00000 4225.00| 38.00000 2470.00
DENSE GRADED SUBBASE | | |
0024 303-01180 1096.500 TON | 23.02000 25241.43| 25.00000 27412.50| 19.90000 21820.35
COMPACTED AGGREGATE, NO. 53 | | |
0025 402-07433 630.700 TON | 58.69000 37015.78| 58.00000 36580.60| 77.00000 48563.90
HMA SURFACE, TYPE B | | |
0026 402-07438 609.600 TON | 55.65000 33924.24| 55.00000 33528.00| 61.00000 37185.60
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 2022.700 TON | 50.59000 102328.39| 50.00000 101135.00| 55.00000 111248.50
HMA BASE, TYPE B | | |
0028 402-07451 102.000 TON | 55.65000 5676.30| 55.00000 5610.00| 85.00000 8670.00
HMA WEDGE AND LEVEL, TYPE B | | |
0029 406-05521 15303.400 SYS | 0.20000 3060.68| 0.20000 3060.68| 0.19000 2907.65
ASPHALT FOR TACK COAT | | |
0030 601-94689 4.000 EACH | 2423.34000 9693.36| 2395.00000 9580.00| 2370.00000 9480.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 438.000 LFT | 17.20000 7533.60| 17.00000 7446.00| 17.00000 7446.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 602-06729 14.000 EACH | 14.17000 198.38| 14.00000 196.00| 10.00000 140.00
BARRIER DELINEATOR | | |
0033 605-06145 115.000 LFT | 21.25000 2443.75| 21.00000 2415.00| 21.00000 2415.00
CURB AND GUTTER, B, CONCRETE | | |
0034 605-06155 580.000 LFT | 15.18000 8804.40| 15.00000 8700.00| 16.47000 9552.60
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0035 605-09131 15.000 LFT | 40.47000 607.05| 40.00000 600.00| 40.00000 600.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0036 609-06259 393.000 SYS | 73.35000 28826.55| 85.00000 33405.00| 60.00000 23580.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0037 610-07487 75.000 TON | 86.01000 6450.75| 85.00000 6375.00| 101.00000 7575.00
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 611-08232 1.000 EACH | 177.07000 177.07| 175.00000 175.00| 185.00000 185.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0039 615-06505 4.000 EACH | 612.16000 2448.64| 605.00000 2420.00| 625.00000 2500.00
MONUMENT, B | | |
0040 615-06510 1.000 EACH | 369.32000 369.32| 365.00000 365.00| 525.00000 525.00
MONUMENT, C | | |
0041 616-02320 153.000 SYS | 2.44000 373.32| 4.00000 612.00| 2.00000 306.00
GEOTEXTILES | | |
0042 616-06405 418.000 TON | 30.74000 12849.32| 25.00000 10450.00| 26.40000 11035.20
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 455.32000 455.32| 450.00000 450.00| 450.00000 450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 730.000 SYS | 1.67000 1219.10| 1.65000 1204.50| 1.65000 1204.50
EROSION CONTROL BLANKET | | |
0045 621-06560 4260.000 SYS | 0.51000 2172.60| 0.50000 2130.00| 0.50000 2130.00
MULCHED SEEDING, U | | |
0046 621-06567 1.000 kGAL | 1.01000 1.01| 1.00000 1.00| 1.00000 1.00
WATER | | |
0047 621-06574 263.000 SYS | 6.94000 1825.22| 6.86000 1804.18| 6.86000 1804.18
SODDING | | |
0048 622-52436 4.000 EACH | 30.36000 121.44| 30.00000 120.00| 30.00000 120.00
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 80.000 EACH | 9.06000 724.80| 8.95000 716.00| 8.95000 716.00
SEEDLING | | |
0050 622-98200 14.000 EACH | 30.36000 425.04| 30.00000 420.00| 30.00000 420.00
SIGN, DO NOT DISTURB | | |
0051 628-09403 9.000 MOS | 1800.00000 16200.00| 2500.00000 22500.00| 1501.00000 13509.00
FIELD OFFICE, C | | |
0052 701-51195 3198.400 LFT | 48.00000 153523.20| 50.00000 159920.00| 37.72000 120643.65
PILE, STEEL H, HP 12" X 53 | | |
0053 701-91792 58.000 EACH | 115.00000 6670.00| 125.00000 7250.00| 103.20000 5985.60
PILE TIP, STEEL H | | |
0054 702-51005 182.100 CYS | 600.00000 109260.00| 500.00000 91050.00| 341.20000 62132.52
CONCRETE, A, SUBSTRUCTURE | | |
0055 702-51015 16.800 CYS | 650.00000 10920.00| 500.00000 8400.00| 1067.23000 17929.46
CONCRETE, B, FOOTINGS | | |
0056 703-51030 37872.000 LBS | 0.82000 31055.04| 0.80000 30297.60| 0.88000 33327.36
REINFORCING STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 703-51032 193216.000 LBS | 0.84000 162301.44| 0.90000 173894.40| 0.84000 162301.44
REINFORCING STEEL, EPOXY COATED | | |
0058 704-51002 551.100 CYS | 425.00000 234217.50| 500.00000 275550.00| 556.17000 306505.29
CONCRETE, C, SUPERSTRUCTURE | | |
0059 706-06349 464.000 LFT | 174.04000 80754.56| 100.00000 46400.00| 85.45000 39648.80
RAILING, TX | | |
0060 706-06372 4.000 EACH | 2428.40000 9713.60| 2000.00000 8000.00| 2750.00000 11000.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
0061 707-05984 1610.000 LFT | 158.00000 254380.00| 225.00000 362250.00| 176.04000 283424.40
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0062 709-51821 LUMP | 7928.72000 7928.72| 9860.00000 9860.00| 7836.00000 7836.00
SURFACE SEAL | | |
0063 715-04836 1.000 EACH | 3093.09000 3093.09| 3000.00000 3000.00| 2500.00000 2500.00
GATE VALVE , 18" | | |
0064 715-05149 145.000 LFT | 22.46000 3256.70| 35.00000 5075.00| 27.35000 3965.75
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0065 715-05152 324.000 LFT | 25.08000 8125.92| 35.00000 11340.00| 25.75000 8343.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0066 715-05407 136.000 LFT | 10.25000 1394.00| 20.00000 2720.00| 15.00000 2040.00
PIPE, END BENT DRAIN, 6 IN. | | |
0067 715-46010 1.000 EACH | 788.08000 788.08| 450.00000 450.00| 470.00000 470.00
PIPE END SECTION, 18 IN. | | |
0068 720-44296 1.000 EACH | 594.55000 594.55| 750.00000 750.00| 186.00000 186.00
CAP INLET | | |
0069 720-45035 1.000 EACH | 1267.66000 1267.66| 2000.00000 2000.00| 900.00000 900.00
INLET, F7 | | |
0070 720-98174 1.000 EACH | 1291.76000 1291.76| 2500.00000 2500.00| 950.00000 950.00
INLET, B15 | | |
0071 720-98555 1.000 EACH | 1291.76000 1291.76| 2500.00000 2500.00| 950.00000 950.00
INLET, C15 | | |
0072 722-60824 1231.000 SYS | 1.45000 1784.95| 3.00000 3693.00| 4.00000 4924.00
SURFACE MILLING | | |
0073 801-06625 25.000 EACH | 177.07000 4426.75| 175.00000 4375.00| 173.00000 4325.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0074 801-06640 15.000 EACH | 258.02000 3870.30| 255.00000 3825.00| 95.00000 1425.00
CONSTRUCTION SIGN, A | | |
0075 801-06645 2.000 EACH | 146.72000 293.44| 145.00000 290.00| 30.00000 60.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 801-06775 LUMP | 1622.73000 1622.73| 5000.00000 5000.00| 6975.00000 6975.00
MAINTAINING TRAFFIC | | |
0077 801-07118 120.000 LFT | 8.09000 970.80| 8.00000 960.00| 17.00000 2040.00
BARRICADE, III-A | | |
0078 801-07119 240.000 LFT | 8.09000 1941.60| 8.00000 1920.00| 22.00000 5280.00
BARRICADE, III-B | | |
0079 802-91122 1.000 EACH | 227.66000 227.66| 225.00000 225.00| 95.00000 95.00
SIGN, GROUND MOUNTED, RESET | | |
0080 808-03002 2850.000 LFT | 0.20000 570.00| 0.20000 570.00| 1.40000 3990.00
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0081 808-03631 2850.000 LFT | 0.53000 1510.50| 0.52000 1482.00| 1.40000 3990.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0082 808-03632 2850.000 LFT | 0.53000 1510.50| 0.52000 1482.00| 1.40000 3990.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0083 808-75996 93.000 EACH | 13.46000 1251.78| 15.07000 1401.51| 13.30000 1236.90
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0084 808-75998 93.000 EACH | 21.70000 2018.10| 28.70000 2669.10| 21.45000 1994.85
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0085 601-01522 4.000 EACH | 1917.42000 7669.68| 1895.00000 7580.00| 1975.00000 7900.00
GUARDRAIL TRANSITION TYPE TGB | | |
0086 206-51220 190.000 CYS | 29.59000 5622.10| 20.00000 3800.00| 20.00000 3800.00
EXCAVATION, WET | | |
0087 702-51046 400.000 CYS | 111.25000 44500.00| 175.00000 70000.00| 103.00000 41200.00
CONCRETE, FOUNDATION SEAL | | |
SECTION TOTALS | $ 1,988,113.62| $ 2,224,686.76| $ 2,327,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,988,113.62| $ 2,224,686.76| $ 2,327,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1310611 |( 6 ) 31-1323837
|FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 11250.00000 11250.00| 20000.00000 20000.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 121227.55000 121227.55| 125000.00000 125000.00| 100000.00000 100000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 14000.00000 14000.00| 25000.00000 25000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0008 202-01261 1.000 EACH | 600.00000 600.00| 1500.00000 1500.00| 2000.00000 2000.00
TESTING FOR ASBESTOS | | |
0009 202-02240 2530.000 SYS | 1.94000 4908.20| 18.00000 45540.00| 21.00000 53130.00
PAVEMENT REMOVAL | | |
0010 202-03729 960.000 LFT | 0.16000 153.60| 3.00000 2880.00| 1.00000 960.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0011 202-51330 LUMP | 311139.62000 311139.62| 150000.00000 150000.00| 100000.00000 100000.00
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 3154.000 CYS | 12.41000 39141.14| 7.51000 23686.54| 17.00000 53618.00
EXCAVATION, COMMON | | |
0013 203-02070 1111.000 CYS | 30.87000 34296.57| 6.60000 7332.60| 1.00000 1111.00
BORROW | | |
0015 205-06931 7.000 TON | 128.39000 898.73| 100.00000 700.00| 45.00000 315.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 24.000 TON | 82.77000 1986.48| 55.00000 1320.00| 29.00000 696.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2500.000 LFT | 1.26000 3150.00| 1.25000 3125.00| 1.45000 3625.00
TEMPORARY SILT FENCE | | |
0018 206-51225 705.000 CYS | 10.10000 7120.50| 8.00000 5640.00| 13.00000 9165.00
EXCAVATION, DRY | | |
0019 206-51235 LUMP | 150791.06000 150791.06| 150000.00000 150000.00| 728000.00000 728000.00
COFFERDAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1310611 |( 6 ) 31-1323837
|FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 6601.000 SYS | 4.10000 27064.10| 6.00000 39606.00| 5.00000 33005.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 113.000 SYS | 21.28000 2404.64| 14.00000 1582.00| 8.50000 960.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 80.700 CYS | 37.22000 3003.65| 50.00000 4035.00| 170.00000 13719.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 302-07455 65.000 CYS | 51.76000 3364.40| 50.00000 3250.00| 60.00000 3900.00
DENSE GRADED SUBBASE | | |
0024 303-01180 1096.500 TON | 19.16000 21008.94| 18.00000 19737.00| 42.00000 46053.00
COMPACTED AGGREGATE, NO. 53 | | |
0025 402-07433 630.700 TON | 58.00000 36580.60| 64.00000 40364.80| 70.00000 44149.00
HMA SURFACE, TYPE B | | |
0026 402-07438 609.600 TON | 55.00000 33528.00| 60.00000 36576.00| 66.00000 40233.60
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 2022.700 TON | 50.00000 101135.00| 55.00000 111248.50| 60.00000 121362.00
HMA BASE, TYPE B | | |
0028 402-07451 102.000 TON | 63.44000 6470.88| 60.00000 6120.00| 66.00000 6732.00
HMA WEDGE AND LEVEL, TYPE B | | |
0029 406-05521 15303.400 SYS | 0.20000 3060.68| 0.22000 3366.75| 0.24000 3672.82
ASPHALT FOR TACK COAT | | |
0030 601-94689 4.000 EACH | 2395.00000 9580.00| 2600.00000 10400.00| 2700.00000 10800.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 438.000 LFT | 17.00000 7446.00| 19.00000 8322.00| 19.00000 8322.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 602-06729 14.000 EACH | 14.00000 196.00| 10.00000 140.00| 17.00000 238.00
BARRIER DELINEATOR | | |
0033 605-06145 115.000 LFT | 21.00000 2415.00| 23.00000 2645.00| 26.00000 2990.00
CURB AND GUTTER, B, CONCRETE | | |
0034 605-06155 580.000 LFT | 15.00000 8700.00| 16.50000 9570.00| 19.00000 11020.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0035 605-09131 15.000 LFT | 40.00000 600.00| 44.00000 660.00| 50.00000 750.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0036 609-06259 393.000 SYS | 57.47000 22585.71| 85.00000 33405.00| 58.00000 22794.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0037 610-07487 75.000 TON | 85.00000 6375.00| 92.00000 6900.00| 103.00000 7725.00
HMA FOR APPROACHES, TYPE B | | |
0038 611-08232 1.000 EACH | 175.00000 175.00| 150.00000 150.00| 220.00000 220.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1310611 |( 6 ) 31-1323837
|FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 615-06505 4.000 EACH | 605.00000 2420.00| 665.00000 2660.00| 725.00000 2900.00
MONUMENT, B | | |
0040 615-06510 1.000 EACH | 365.00000 365.00| 400.00000 400.00| 610.00000 610.00
MONUMENT, C | | |
0041 616-02320 153.000 SYS | 3.61000 552.33| 15.00000 2295.00| 1.50000 229.50
GEOTEXTILES | | |
0042 616-06405 418.000 TON | 27.63000 11549.34| 30.00000 12540.00| 22.50000 9405.00
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 450.00000 450.00| 500.00000 500.00| 510.00000 510.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 730.000 SYS | 1.65000 1204.50| 1.80000 1314.00| 1.90000 1387.00
EROSION CONTROL BLANKET | | |
0045 621-06560 4260.000 SYS | 0.50000 2130.00| 0.55000 2343.00| 1.40000 5964.00
MULCHED SEEDING, U | | |
0046 621-06567 1.000 kGAL | 1.00000 1.00| 1.10000 1.10| 1.15000 1.15
WATER | | |
0047 621-06574 263.000 SYS | 6.86000 1804.18| 7.00000 1841.00| 8.00000 2104.00
SODDING | | |
0048 622-52436 4.000 EACH | 30.00000 120.00| 28.00000 112.00| 35.00000 140.00
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 80.000 EACH | 8.95000 716.00| 10.00000 800.00| 10.50000 840.00
SEEDLING | | |
0050 622-98200 14.000 EACH | 30.00000 420.00| 28.00000 392.00| 35.00000 490.00
SIGN, DO NOT DISTURB | | |
0051 628-09403 9.000 MOS | 1495.90000 13463.10| 2000.00000 18000.00| 3000.00000 27000.00
FIELD OFFICE, C | | |
0052 701-51195 3198.400 LFT | 47.30000 151284.32| 40.00000 127936.00| 60.00000 191904.00
PILE, STEEL H, HP 12" X 53 | | |
0053 701-91792 58.000 EACH | 103.20000 5985.60| 150.00000 8700.00| 102.00000 5916.00
PILE TIP, STEEL H | | |
0054 702-51005 182.100 CYS | 751.74000 136891.85| 900.00000 163890.00| 850.00000 154785.00
CONCRETE, A, SUBSTRUCTURE | | |
0055 702-51015 16.800 CYS | 587.09000 9863.11| 2000.00000 33600.00| 350.00000 5880.00
CONCRETE, B, FOOTINGS | | |
0056 703-51030 37872.000 LBS | 0.81000 30676.32| 0.75000 28404.00| 0.85000 32191.20
REINFORCING STEEL | | |
0057 703-51032 193216.000 LBS | 0.83000 160369.28| 0.90000 173894.40| 0.95000 183555.20
REINFORCING STEEL, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1310611 |( 6 ) 31-1323837
|FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 704-51002 551.100 CYS | 593.34000 326989.67| 875.00000 482212.50| 590.00000 325149.00
CONCRETE, C, SUPERSTRUCTURE | | |
0059 706-06349 464.000 LFT | 172.00000 79808.00| 190.00000 88160.00| 190.00000 88160.00
RAILING, TX | | |
0060 706-06372 4.000 EACH | 2400.00000 9600.00| 2700.00000 10800.00| 4200.00000 16800.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
0061 707-05984 1610.000 LFT | 233.72000 376289.20| 250.00000 402500.00| 240.00000 386400.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0062 709-51821 LUMP | 7836.00000 7836.00| 12500.00000 12500.00| 9000.00000 9000.00
SURFACE SEAL | | |
0063 715-04836 1.000 EACH | 3880.41000 3880.41| 1700.00000 1700.00| 375.00000 375.00
GATE VALVE , 18" | | |
0064 715-05149 145.000 LFT | 28.72000 4164.40| 34.00000 4930.00| 34.00000 4930.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0065 715-05152 324.000 LFT | 20.07000 6502.68| 41.00000 13284.00| 49.00000 15876.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0066 715-05407 136.000 LFT | 8.54000 1161.44| 10.00000 1360.00| 3.25000 442.00
PIPE, END BENT DRAIN, 6 IN. | | |
0067 715-46010 1.000 EACH | 357.26000 357.26| 500.00000 500.00| 900.00000 900.00
PIPE END SECTION, 18 IN. | | |
0068 720-44296 1.000 EACH | 371.56000 371.56| 600.00000 600.00| 140.00000 140.00
CAP INLET | | |
0069 720-45035 1.000 EACH | 798.31000 798.31| 1500.00000 1500.00| 1900.00000 1900.00
INLET, F7 | | |
0070 720-98174 1.000 EACH | 1739.66000 1739.66| 2250.00000 2250.00| 2900.00000 2900.00
INLET, B15 | | |
0071 720-98555 1.000 EACH | 1739.66000 1739.66| 2250.00000 2250.00| 2900.00000 2900.00
INLET, C15 | | |
0072 722-60824 1231.000 SYS | 0.90000 1107.90| 2.00000 2462.00| 4.50000 5539.50
SURFACE MILLING | | |
0073 801-06625 25.000 EACH | 175.00000 4375.00| 200.00000 5000.00| 220.00000 5500.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0074 801-06640 15.000 EACH | 255.00000 3825.00| 105.00000 1575.00| 122.00000 1830.00
CONSTRUCTION SIGN, A | | |
0075 801-06645 2.000 EACH | 145.00000 290.00| 33.00000 66.00| 38.50000 77.00
CONSTRUCTION SIGN, B | | |
0076 801-06775 LUMP | 2695.37000 2695.37| 30000.00000 30000.00| 1300.00000 1300.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1310611 |( 6 ) 31-1323837
|FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07118 120.000 LFT | 8.00000 960.00| 19.00000 2280.00| 22.00000 2640.00
BARRICADE, III-A | | |
0078 801-07119 240.000 LFT | 8.00000 1920.00| 24.00000 5760.00| 28.00000 6720.00
BARRICADE, III-B | | |
0079 802-91122 1.000 EACH | 225.00000 225.00| 250.00000 250.00| 110.00000 110.00
SIGN, GROUND MOUNTED, RESET | | |
0080 808-03002 2850.000 LFT | 0.20000 570.00| 0.25000 712.50| 0.26000 741.00
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0081 808-03631 2850.000 LFT | 0.52000 1482.00| 0.60000 1710.00| 0.66000 1881.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0082 808-03632 2850.000 LFT | 0.52000 1482.00| 0.60000 1710.00| 0.66000 1881.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0083 808-75996 93.000 EACH | 13.30000 1236.90| 15.00000 1395.00| 8.00000 744.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0084 808-75998 93.000 EACH | 21.45000 1994.85| 25.00000 2325.00| 25.00000 2325.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0085 601-01522 4.000 EACH | 1895.00000 7580.00| 2100.00000 8400.00| 2600.00000 10400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0086 206-51220 190.000 CYS | 47.72000 9066.80| 500.00000 95000.00| 9.50000 1805.00
EXCAVATION, WET | | |
0087 702-51046 400.000 CYS | 92.74000 37096.00| 150.00000 60000.00| 88.00000 35200.00
CONCRETE, FOUNDATION SEAL | | |
SECTION TOTALS | $ 2,423,772.05| $ 2,722,620.69| $ 3,033,647.47
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,423,772.05| $ 2,722,620.69| $ 3,033,647.47
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 8500.00000 8500.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 153900.00000 153900.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 30700.00000 30700.00| |
CLEARING RIGHT OF WAY | | |
0008 202-01261 1.000 EACH | 1600.00000 1600.00| |
TESTING FOR ASBESTOS | | |
0009 202-02240 2530.000 SYS | 8.25000 20872.50| |
PAVEMENT REMOVAL | | |
0010 202-03729 960.000 LFT | 20.00000 19200.00| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0011 202-51330 LUMP | 659851.49000 659851.49| |
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 3154.000 CYS | 20.00000 63080.00| |
EXCAVATION, COMMON | | |
0013 203-02070 1111.000 CYS | 5.00000 5555.00| |
BORROW | | |
0015 205-06931 7.000 TON | 75.00000 525.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 24.000 TON | 110.00000 2640.00| |
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2500.000 LFT | 1.45000 3625.00| |
TEMPORARY SILT FENCE | | |
0018 206-51225 705.000 CYS | 17.50000 12337.50| |
EXCAVATION, DRY | | |
0019 206-51235 LUMP | 300000.00000 300000.00| |
COFFERDAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 6601.000 SYS | 5.75000 37955.75| |
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 113.000 SYS | 14.50000 1638.50| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 80.700 CYS | 75.00000 6052.50| |
AGGREGATE FOR END BENT BACKFILL | | |
0023 302-07455 65.000 CYS | 50.00000 3250.00| |
DENSE GRADED SUBBASE | | |
0024 303-01180 1096.500 TON | 26.75000 29331.38| |
COMPACTED AGGREGATE, NO. 53 | | |
0025 402-07433 630.700 TON | 65.00000 40995.50| |
HMA SURFACE, TYPE B | | |
0026 402-07438 609.600 TON | 61.50000 37490.40| |
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 2022.700 TON | 56.00000 113271.20| |
HMA BASE, TYPE B | | |
0028 402-07451 102.000 TON | 61.50000 6273.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0029 406-05521 15303.400 SYS | 0.22000 3366.75| |
ASPHALT FOR TACK COAT | | |
0030 601-94689 4.000 EACH | 2370.00000 9480.00| |
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 438.000 LFT | 17.00000 7446.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 602-06729 14.000 EACH | 15.00000 210.00| |
BARRIER DELINEATOR | | |
0033 605-06145 115.000 LFT | 23.25000 2673.75| |
CURB AND GUTTER, B, CONCRETE | | |
0034 605-06155 580.000 LFT | 16.75000 9715.00| |
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0035 605-09131 15.000 LFT | 44.50000 667.50| |
CURB AND GUTTER TURNOUT CONCRETE | | |
0036 609-06259 393.000 SYS | 79.75000 31341.75| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0037 610-07487 75.000 TON | 92.50000 6937.50| |
HMA FOR APPROACHES, TYPE B | | |
0038 611-08232 1.000 EACH | 185.00000 185.00| |
MAILBOX ASSEMBLY, SINGLE, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 615-06505 4.000 EACH | 625.00000 2500.00| |
MONUMENT, B | | |
0040 615-06510 1.000 EACH | 525.00000 525.00| |
MONUMENT, C | | |
0041 616-02320 153.000 SYS | 3.75000 573.75| |
GEOTEXTILES | | |
0042 616-06405 418.000 TON | 26.25000 10972.50| |
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 500.00000 500.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 730.000 SYS | 1.85000 1350.50| |
EROSION CONTROL BLANKET | | |
0045 621-06560 4260.000 SYS | 0.55000 2343.00| |
MULCHED SEEDING, U | | |
0046 621-06567 1.000 kGAL | 1.10000 1.10| |
WATER | | |
0047 621-06574 263.000 SYS | 9.00000 2367.00| |
SODDING | | |
0048 622-52436 4.000 EACH | 33.25000 133.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 80.000 EACH | 10.00000 800.00| |
SEEDLING | | |
0050 622-98200 14.000 EACH | 33.00000 462.00| |
SIGN, DO NOT DISTURB | | |
0051 628-09403 9.000 MOS | 2250.00000 20250.00| |
FIELD OFFICE, C | | |
0052 701-51195 3198.400 LFT | 35.00000 111944.00| |
PILE, STEEL H, HP 12" X 53 | | |
0053 701-91792 58.000 EACH | 150.00000 8700.00| |
PILE TIP, STEEL H | | |
0054 702-51005 182.100 CYS | 825.00000 150232.50| |
CONCRETE, A, SUBSTRUCTURE | | |
0055 702-51015 16.800 CYS | 1000.00000 16800.00| |
CONCRETE, B, FOOTINGS | | |
0056 703-51030 37872.000 LBS | 0.92000 34842.24| |
REINFORCING STEEL | | |
0057 703-51032 193216.000 LBS | 0.92000 177758.72| |
REINFORCING STEEL, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 704-51002 551.100 CYS | 600.00000 330660.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0059 706-06349 464.000 LFT | 125.00000 58000.00| |
RAILING, TX | | |
0060 706-06372 4.000 EACH | 3325.00000 13300.00| |
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
0061 707-05984 1610.000 LFT | 225.00000 362250.00| |
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0062 709-51821 LUMP | 8250.00000 8250.00| |
SURFACE SEAL | | |
0063 715-04836 1.000 EACH | 3725.00000 3725.00| |
GATE VALVE , 18" | | |
0064 715-05149 145.000 LFT | 25.75000 3733.75| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0065 715-05152 324.000 LFT | 27.50000 8910.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0066 715-05407 136.000 LFT | 6.00000 816.00| |
PIPE, END BENT DRAIN, 6 IN. | | |
0067 715-46010 1.000 EACH | 300.00000 300.00| |
PIPE END SECTION, 18 IN. | | |
0068 720-44296 1.000 EACH | 650.00000 650.00| |
CAP INLET | | |
0069 720-45035 1.000 EACH | 1750.00000 1750.00| |
INLET, F7 | | |
0070 720-98174 1.000 EACH | 2300.00000 2300.00| |
INLET, B15 | | |
0071 720-98555 1.000 EACH | 2400.00000 2400.00| |
INLET, C15 | | |
0072 722-60824 1231.000 SYS | 5.75000 7078.25| |
SURFACE MILLING | | |
0073 801-06625 25.000 EACH | 200.00000 5000.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0074 801-06640 15.000 EACH | 285.00000 4275.00| |
CONSTRUCTION SIGN, A | | |
0075 801-06645 2.000 EACH | 160.00000 320.00| |
CONSTRUCTION SIGN, B | | |
0076 801-06775 LUMP | 10000.00000 10000.00| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 500 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : B -30913-A COUNTIES : MARION
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07118 120.000 LFT | 8.75000 1050.00| |
BARRICADE, III-A | | |
0078 801-07119 240.000 LFT | 8.75000 2100.00| |
BARRICADE, III-B | | |
0079 802-91122 1.000 EACH | 95.00000 95.00| |
SIGN, GROUND MOUNTED, RESET | | |
0080 808-03002 2850.000 LFT | 0.22000 627.00| |
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0081 808-03631 2850.000 LFT | 0.58000 1653.00| |
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0082 808-03632 2850.000 LFT | 0.58000 1653.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0083 808-75996 93.000 EACH | 10.00000 930.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0084 808-75998 93.000 EACH | 32.00000 2976.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0085 601-01522 4.000 EACH | 1975.00000 7900.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0086 206-51220 190.000 CYS | 200.00000 38000.00| |
EXCAVATION, WET | | |
0087 702-51046 400.000 CYS | 60.00000 24000.00| |
CONCRETE, FOUNDATION SEAL | | |
SECTION TOTALS | $ 3,078,429.28| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,078,429.28| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0100325
0100326
0101130
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 4,822,610.24 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 4,943,595.00 102.5087%
3 61-1023045 FAULKNER CONSTRUCTION LLC $ 4,967,000.00 102.9940%
4 35-1917625 MILESTONE CONTRACTORS LP $ 4,994,720.00 103.5688%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,126,881.53 106.3093%
6 35-1128289 BEATY CONSTRUCTION INC $ 5,158,950.54 106.9742%
7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,174,507.22 107.2968%
8 35-1385672 FORCE CONSTRUCTION CO INC $ 5,793,811.88 120.1385%
9 35-1310611 DUNCAN ROBERTSON INC $ 6,197,392.60 128.5070%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -2
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 16000.00000 16000.00| 19000.00000 19000.00| 90500.00000 90500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 175.00000 700.00| 150.00000 600.00| 200.00000 800.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 48.000 MOS | 80.00000 3840.00| 120.00000 5760.00| 150.00000 7200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 238300.00000 238300.00| 233000.00000 233000.00| 221916.06000 221916.06
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 48000.00000 48000.00| 49800.00000 49800.00| 65000.00000 65000.00
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 15000.00000 15000.00| 13888.15000 13888.15| 2000.00000 2000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 202-02241 1594.000 LFT | 3.61000 5754.34| 4.00000 6376.00| 3.55000 5658.70
GUARDRAIL, REMOVE | | |
0015 202-51330 LUMP | 355000.00000 355000.00| 215000.00000 215000.00| 385044.62000 385044.62
PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | |
0016 202-51330 LUMP | 25000.00000 25000.00| 21000.00000 21000.00| 55000.00000 55000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | |
0017 203-02000 15512.000 CYS | 8.50000 131852.00| 6.00000 93072.00| 6.00000 93072.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -3
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 12173.000 CYS | 11.00000 133903.00| 9.50000 115643.50| 1.00000 12173.00
BORROW | | |
0019 203-51223 2977.000 CYS | 7.50000 22327.50| 14.00000 41678.00| 6.09000 18129.93
EXCAVATION, WATERWAY | | |
0020 204-02290 4.000 EACH | 367.25000 1469.00| 1335.00000 5340.00| 2000.00000 8000.00
SETTLEMENT PLATE | | |
0021 205-03371 20.000 CYS | 19.92000 398.40| 49.00000 980.00| 50.00000 1000.00
SEDIMENT, REMOVE | | |
0022 205-06931 47.000 TON | 48.39000 2274.33| 47.00000 2209.00| 28.00000 1316.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06937 1625.000 LFT | 1.27000 2063.75| 1.24000 2015.00| 1.24000 2015.00
TEMPORARY SILT FENCE | | |
0024 206-51220 1354.000 CYS | 13.25000 17940.50| 28.00000 37912.00| 25.16000 34066.64
EXCAVATION, WET | | |
0025 206-51235 LUMP | 120600.00000 120600.00| 183000.00000 183000.00| 278830.00000 278830.00
COFFERDAM , STR. NO. 2 | | |
0026 207-08263 19238.000 SYS | 4.04000 77721.52| 5.40000 103885.20| 4.77000 91765.26
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08266 3068.000 SYS | 6.15000 18868.20| 8.70000 26691.60| 3.00000 9204.00
SUBGRADE TREATMENT, TYPE III | | |
0028 207-08267 1238.000 SYS | 6.15000 7613.70| 10.55000 13060.90| 7.69000 9520.22
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 126.000 CYS | 43.53000 5484.78| 33.50000 4221.00| 21.00000 2646.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 389.000 CYS | 19.01000 7394.89| 28.50000 11086.50| 21.00000 8169.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09268 3055.300 CYS | 53.00000 161930.90| 55.00000 168041.50| 67.60000 206538.28
STRUCTURE BACKFILL, TYPE 5 | | |
0032 301-07448 3400.000 TON | 22.44000 76296.00| 18.50000 62900.00| 30.00000 102000.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 92.100 CYS | 86.25000 7943.63| 45.00000 4144.50| 100.00000 9210.00
DENSE GRADED SUBBASE | | |
0034 303-01180 3179.000 TON | 19.66000 62499.14| 17.00000 54043.00| 15.00000 47685.00
COMPACTED AGGREGATE, NO. 53 | | |
0035 303-04489 613.000 TON | 42.82000 26248.66| 24.00000 14712.00| 17.00000 10421.00
COMPACTED CRUSHED AGGREGATE, 8 | | |
0036 306-08037 635.000 SYS | 5.82000 3695.70| 2.45000 1555.75| 2.45000 1555.75
MILLING, ASPHALT, 3 IN. | | |
0037 306-08043 58.000 SYS | 9.45000 548.10| 2.45000 142.10| 2.45000 142.10
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -4
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 401-06264 LUMP | 1830.84000 1830.84| 2800.00000 2800.00| 950.00000 950.00
PROFILOGRAPH, HMA | | |
0039 401-07320 567.000 TON | 71.20000 40370.40| 74.00000 41958.00| 69.00000 39123.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0040 401-07328 1086.000 TON | 78.32000 85055.52| 82.50000 89595.00| 77.50000 84165.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0041 401-07398 2231.000 TON | 61.03000 136157.93| 57.50000 128282.50| 52.50000 117127.50
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 1725.000 TON | 60.01000 103517.25| 54.08000 93288.00| 53.50000 92287.50
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0043 401-07424 3902.000 TON | 57.98000 226237.96| 53.50000 208757.00| 57.97000 226198.94
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0044 401-07429 1976.000 TON | 66.11000 130633.36| 60.50000 119548.00| 64.50000 127452.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0045 402-07433 103.000 TON | 86.46000 8905.38| 84.00000 8652.00| 105.00000 10815.00
HMA SURFACE, TYPE B | | |
0046 402-07438 239.100 TON | 66.11000 15806.90| 65.00000 15541.50| 70.00000 16737.00
HMA INTERMEDIATE, TYPE B | | |
0047 402-07453 49.900 TON | 238.31000 11891.67| 80.00000 3992.00| 140.00000 6986.00
HMA FOR TEMPORARY PAVEMENT | | |
0048 402-07787 6.000 TON | 96.63000 579.78| 250.00000 1500.00| 185.00000 1110.00
HMA WEDGE AND LEVEL, TYPE D | | |
0049 406-05520 19.100 TON | 503.48000 9616.47| 100.00000 1910.00| 400.00000 7640.00
ASPHALT FOR TACK COAT | | |
0050 601-01522 8.000 EACH | 1957.98000 15663.84| 1925.00000 15400.00| 1925.00000 15400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0051 601-01626 1.000 EACH | 1454.50000 1454.50| 1430.00000 1430.00| 1430.00000 1430.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0052 601-01740 1.000 EACH | 1805.42000 1805.42| 1775.00000 1775.00| 1775.00000 1775.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0053 601-05071 2.000 EACH | 2074.96000 4149.92| 2040.00000 4080.00| 2040.00000 4080.00
GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | |
CURVED, 7 | | |
0054 601-06854 2.000 EACH | 2497.07000 4994.14| 2455.00000 4910.00| 2455.00000 4910.00
GUARDRAIL, W-BEAM, NESTED | | |
0055 601-94689 7.000 EACH | 2349.58000 16447.06| 2310.00000 16170.00| 2310.00000 16170.00
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -5
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 601-99105 1567.500 LFT | 16.78000 26302.65| 16.50000 25863.75| 16.50000 25863.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0057 602-06729 28.000 EACH | 10.17000 284.76| 15.00000 420.00| 7.00000 196.00
BARRIER DELINEATOR | | |
0058 609-06257 330.000 SYS | 70.00000 23100.00| 68.00000 22440.00| 70.00000 23100.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0059 609-06259 221.000 SYS | 67.00000 14807.00| 82.00000 18122.00| 73.00000 16133.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0060 611-06497 2.000 EACH | 188.17000 376.34| 185.00000 370.00| 185.00000 370.00
MAILBOX ASSEMBLY, SINGLE | | |
0061 615-06505 20.000 EACH | 508.57000 10171.40| 500.00000 10000.00| 500.00000 10000.00
MONUMENT, B | | |
0062 615-06510 1.000 EACH | 503.49000 503.49| 405.00000 405.00| 495.00000 495.00
MONUMENT, C | | |
0063 615-06527 2.000 EACH | 508.57000 1017.14| 500.00000 1000.00| 500.00000 1000.00
MONUMENT, SECTION CORNER | | |
0064 616-02320 3500.000 SYS | 1.85000 6475.00| 2.00000 7000.00| 2.00000 7000.00
GEOTEXTILES | | |
0065 616-05688 2862.000 TON | 20.49000 58642.38| 36.00000 103032.00| 22.90000 65539.80
RIPRAP, CLASS 1 | | |
0066 616-06405 112.200 TON | 36.89000 4139.06| 38.00000 4263.60| 22.90000 2569.38
RIPRAP, REVETMENT | | |
0067 621-01004 4.000 EACH | 813.71000 3254.84| 775.00000 3100.00| 775.00000 3100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0068 621-06545 6.800 TON | 1017.13000 6916.48| 1557.00000 10587.60| 1557.00000 10587.60
FERTILIZER | | |
0069 621-06553 2799.000 LBS | 2.29000 6409.71| 2.84000 7949.16| 2.84000 7949.16
SEED MIXTURE, R | | |
0070 621-06565 34.000 TON | 406.85000 13832.90| 387.00000 13158.00| 367.00000 12478.00
MULCHING MATERIAL | | |
0071 621-06567 8.100 kGAL | 8.24000 66.74| 1.00000 8.10| 1.00000 8.10
WATER | | |
0072 621-06575 1984.000 SYS | 3.31000 6567.04| 2.95000 5852.80| 2.95000 5852.80
SODDING, NURSERY | | |
0073 628-09402 12.000 MOS | 2000.00000 24000.00| 1500.00000 18000.00| 2491.00000 29892.00
FIELD OFFICE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -6
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 628-09407 1.000 MOS | 245.00000 245.00| 120.00000 120.00| 231.00000 231.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0075 701-01840 4859.000 LFT | 49.00000 238091.00| 50.00000 242950.00| 70.35000 341830.65
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.312 IN., 14 | | |
IN. | | |
0076 702-03607 12.000 EACH | 152.57000 1830.84| 250.00000 3000.00| 50.00000 600.00
CORED HOLE IN CONCRETE | | |
0077 702-51005 264.600 CYS | 425.00000 112455.00| 410.00000 108486.00| 707.99000 187334.15
CONCRETE, A, SUBSTRUCTURE | | |
0078 702-51015 142.200 CYS | 250.00000 35550.00| 300.00000 42660.00| 553.28000 78676.42
CONCRETE, B, FOOTINGS | | |
0079 702-51100 257.000 LBS | 6.71000 1724.47| 14.00000 3598.00| 14.00000 3598.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0080 702-51110 644.000 LBS | 4.62000 2975.28| 16.00000 10304.00| 4.00000 2576.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0081 702-51863 1112.000 EACH | 4.43000 4926.16| 10.00000 11120.00| 7.14000 7939.68
FIELD DRILLED HOLE IN CONCRETE | | |
0082 703-51030 90192.000 LBS | 0.75000 67644.00| 1.00000 90192.00| 0.73000 65840.16
REINFORCING STEEL | | |
0083 703-51032 161464.000 LBS | 0.84000 135629.76| 1.00000 161464.00| 0.82000 132400.48
REINFORCING STEEL, EPOXY COATED | | |
0084 704-51002 439.500 CYS | 425.00000 186787.50| 580.00000 254910.00| 383.06000 168354.87
CONCRETE, C, SUPERSTRUCTURE | | |
0085 706-05732 8.000 EACH | 1600.00000 12800.00| 1700.00000 13600.00| 1400.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0086 706-51020 87.500 CYS | 400.00000 35000.00| 560.00000 49000.00| 424.76000 37166.50
CONCRETE, C, RAILING | | |
0087 707-07605 1256.000 LFT | 201.50000 253084.00| 305.00000 383080.00| 203.99000 256211.44
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0088 709-51821 LUMP | 4506.71000 4506.71| 10000.00000 10000.00| 4430.79000 4430.79
SURFACE SEAL , STR. NO. 1 | | |
0089 709-51821 LUMP | 8055.91000 8055.91| 5000.00000 5000.00| 7920.20000 7920.20
SURFACE SEAL , STR. NO. 2 | | |
0090 710-09158 432.000 SFT | 76.29000 32957.28| 14.00000 6048.00| 45.00000 19440.00
PATCHING CONCRETE STRUCTURES | | |
0091 711-51070 20.000 EACH | 41.15000 823.00| 125.00000 2500.00| 88.00000 1760.00
ANCHOR PLATE, AP 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -7
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 715-02628 1.000 EACH | 782.19000 782.19| 700.00000 700.00| 233.00000 233.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0093 715-03476 2.000 EACH | 1191.33000 2382.66| 1125.00000 2250.00| 526.00000 1052.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0094 715-05019 110.000 LFT | 49.11000 5402.10| 55.00000 6050.00| 44.15909 4857.50
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0095 715-05048 7319.000 LFT | 2.90000 21225.10| 2.80000 20493.20| 2.85000 20859.15
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0096 715-05049 100.000 LFT | 8.14000 814.00| 5.00000 500.00| 13.55000 1355.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0097 715-05051 100.000 LFT | 10.17000 1017.00| 7.00000 700.00| 14.90000 1490.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0098 715-05053 516.000 LFT | 14.24000 7347.84| 20.00000 10320.00| 14.00000 7224.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0099 715-05119 151.000 LFT | 19.75000 2982.25| 29.50000 4454.50| 23.14404 3494.75
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0100 715-05123 14.000 LFT | 85.63000 1198.82| 39.00000 546.00| 35.03857 490.54
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0101 715-05169 105.000 LFT | 19.84000 2083.20| 30.00000 3150.00| 24.39286 2561.25
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0102 715-05171 52.000 LFT | 25.32000 1316.64| 30.50000 1586.00| 20.28846 1055.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0103 715-05177 32.000 LFT | 77.37000 2475.84| 65.00000 2080.00| 63.83000 2042.56
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0104 715-05407 106.000 LFT | 11.78000 1248.68| 20.00000 2120.00| 14.07075 1491.50
PIPE, END BENT DRAIN, 6 IN. | | |
0105 715-05439 30.000 LFT | 46.91000 1407.30| 19.00000 570.00| 85.00000 2550.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0106 715-05440 30.000 LFT | 222.31000 6669.30| 21.00000 630.00| 165.00000 4950.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0107 715-05442 30.000 LFT | 43.48000 1304.40| 23.00000 690.00| 12.90000 387.00
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0108 715-09518 54.000 LFT | 42.46000 2292.84| 48.00000 2592.00| 31.87111 1721.04
PIPE, TYPE 3, CIRCULAR, 27 IN. | | |
0109 715-46005 9.000 EACH | 545.86000 4912.74| 450.00000 4050.00| 366.41667 3297.75
PIPE END SECTION, 15 IN. | | |
0110 715-46010 2.000 EACH | 579.95000 1159.90| 490.00000 980.00| 427.05000 854.10
PIPE END SECTION, 18 IN. | | |
0111 715-46025 2.000 EACH | 806.87000 1613.74| 725.00000 1450.00| 625.44000 1250.88
PIPE END SECTION, 27 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -8
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 715-46040 4.000 EACH | 992.63000 3970.52| 1000.00000 4000.00| 839.00000 3356.00
PIPE END SECTION, 36 IN. | | |
0113 715-91361 26.000 LFT | 25.71000 668.46| 26.00000 676.00| 14.28846 371.50
PIPE, PVC, 6 IN. | | |
0114 718-06528 24.000 EACH | 467.88000 11229.12| 580.00000 13920.00| 510.00000 12240.00
OUTLET PROTECTOR, 1 | | |
0115 718-06532 6000.000 LFT | 0.92000 5520.00| 1.00000 6000.00| 0.90000 5400.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0116 718-52610 535.000 CYS | 27.46000 14691.10| 31.00000 16585.00| 27.00000 14445.00
AGGREGATE FOR UNDERDRAINS | | |
0117 718-99153 4813.000 SYS | 0.73000 3513.49| 1.55000 7460.15| 0.72000 3465.36
GEOTEXTILES FOR UNDERDRAIN | | |
0118 722-51842 898.000 SYS | 90.00000 80820.00| 78.00000 70044.00| 70.75000 63533.50
BRIDGE DECK OVERLAY | | |
0119 722-51852 432.000 SFT | 20.00000 8640.00| 27.00000 11664.00| 24.77000 10700.64
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0120 722-60824 898.000 SYS | 6.73000 6043.54| 5.52000 4956.96| 12.03000 10802.94
SURFACE MILLING | | |
0121 723-08602 130.000 LFT | 4000.00000 520000.00| 3500.00000 455000.00| 2347.25000 305142.50
STRUCTURE, PRECAST THREE-SIDED, 504 IN. | | |
X 168 IN. | | |
0122 723-08608 2199.000 SFT | 35.50000 78064.50| 40.00000 87960.00| 36.75000 80813.25
WINGWALL | | |
0123 801-06201 100.000 SYS | 178.00000 17800.00| 80.00000 8000.00| 46.50000 4650.00
TEMPORARY PANEL SIGNS | | |
0124 801-06202 120.000 LFT | 24.41000 2929.20| 15.00000 1800.00| 40.00000 4800.00
TEMPORARY PANEL SIGN SUPPORTS | | |
0125 801-06203 3840.000 LFT | 0.28000 1075.20| 0.65000 2496.00| 0.14000 537.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0126 801-06207 1490.000 LFT | 1.17000 1743.30| 1.15000 1713.50| 1.65000 2458.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0127 801-06218 48.000 LFT | 7.02000 336.96| 11.00000 528.00| 10.00000 480.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0128 801-06625 98.000 EACH | 112.90000 11064.20| 239.00000 23422.00| 158.00000 15484.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0129 801-06640 122.000 EACH | 66.11000 8065.42| 369.00000 45018.00| 178.00000 21716.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -9
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 801-06645 11.000 EACH | 50.86000 559.46| 139.00000 1529.00| 25.25000 277.75
CONSTRUCTION SIGN, B | | |
0131 801-06775 LUMP | 50000.00000 50000.00| 17750.00000 17750.00| 67750.00000 67750.00
MAINTAINING TRAFFIC | | |
0132 801-07024 2.000 EACH | 4983.96000 9967.92| 4900.00000 9800.00| 4900.00000 9800.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0133 801-07119 204.000 LFT | 18.31000 3735.24| 45.00000 9180.00| 15.55000 3172.20
BARRICADE, III-B | | |
0134 801-08401 460.000 LFT | 39.94000 18372.40| 40.00000 18400.00| 31.00000 14260.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0135 802-05704 125.000 LFT | 13.22000 1652.50| 13.00000 1625.00| 13.00000 1625.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0136 802-07059 7.000 EACH | 30.51000 213.57| 30.00000 210.00| 30.00000 210.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0137 802-07060 4.000 EACH | 66.11000 264.44| 65.00000 260.00| 65.00000 260.00
SIGN, SHEET, RELOCATE | | |
0138 802-76025 10.000 SFT | 23.39000 233.90| 23.00000 230.00| 23.00000 230.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0139 802-76035 132.100 SFT | 18.05000 2384.41| 17.75000 2344.78| 17.75000 2344.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0140 808-06703 9273.000 LFT | 0.41000 3801.93| 0.65000 6027.45| 0.35000 3245.55
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0141 808-06716 2120.000 LFT | 0.49000 1038.80| 0.65000 1378.00| 0.40000 848.00
LINE, REMOVE | | |
0142 808-75051 1090.000 LFT | 1.58000 1722.20| 3.25000 3542.50| 4.00000 4360.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0143 808-75054 586.000 LFT | 1.58000 925.88| 3.25000 1904.50| 4.00000 2344.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0144 808-75063 63.000 LFT | 1.58000 99.54| 3.25000 204.75| 5.00000 315.00
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
4 IN. | | |
0145 808-75240 2889.000 LFT | 0.20000 577.80| 0.65000 1877.85| 0.35000 1011.15
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -10
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1487672 |( 3 ) 61-1023045
|HIS CONSTRUCTORS LLC |MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0146 808-75245 3945.000 LFT | 0.41000 1617.45| 0.65000 2564.25| 0.35000 1380.75
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0147 808-75297 75.000 LFT | 5.09000 381.75| 19.50000 1462.50| 20.00000 1500.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0148 808-75998 101.000 EACH | 23.90000 2413.90| 23.50000 2373.50| 28.00000 2828.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0149 202-03000 LUMP | 12409.04000 12409.04| 10350.00000 10350.00| 12200.00000 12200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0150 202-03000 LUMP | 9917.06000 9917.06| 9000.00000 9000.00| 9750.00000 9750.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0151 202-03000 LUMP | 13426.18000 13426.18| 12800.00000 12800.00| 13200.00000 13200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0152 202-03000 LUMP | 11951.33000 11951.33| 10000.00000 10000.00| 11750.00000 11750.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0153 202-03000 LUMP | 13578.75000 13578.75| 11000.00000 11000.00| 13350.00000 13350.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0154 202-03000 LUMP | 11341.05000 11341.05| 10500.00000 10500.00| 11150.00000 11150.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0155 202-03000 LUMP | 9764.49000 9764.49| 9600.00000 9600.00| 9600.00000 9600.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0156 202-03000 LUMP | 13070.18000 13070.18| 12800.00000 12800.00| 12850.00000 12850.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0157 202-03000 LUMP | 10629.06000 10629.06| 10500.00000 10500.00| 10450.00000 10450.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0158 202-05543 13283.000 SFT | 1.28000 17002.24| 1.30000 17267.90| 1.26000 16736.58
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
SECTION TOTALS | $ 4,822,610.24| $ 4,943,595.00| $ 4,967,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,822,610.24| $ 4,943,595.00| $ 4,967,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -11
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 21400.00000 21400.00| 24000.00000 24000.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 115.00000 460.00| 350.00000 1400.00| 125.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 48.000 MOS | 85.00000 4080.00| 75.00000 3600.00| 85.00000 4080.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 225000.00000 225000.00| 256344.07500 256344.08| 257500.00000 257500.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 45000.00000 45000.00| 51268.81300 51268.81| 51500.00000 51500.00
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 24524.57000 24524.57| 2500.00000 2500.00| 15000.00000 15000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 202-02241 1594.000 LFT | 3.60000 5738.40| 3.55000 5658.70| 3.55000 5658.70
GUARDRAIL, REMOVE | | |
0015 202-51330 LUMP | 550000.00000 550000.00| 250000.00000 250000.00| 522870.27000 522870.27
PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | |
0016 202-51330 LUMP | 50000.00000 50000.00| 25000.00000 25000.00| 125000.00000 125000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | |
0017 203-02000 15512.000 CYS | 11.00000 170632.00| 8.00000 124096.00| 4.75000 73682.00
EXCAVATION, COMMON | | |
0018 203-02070 12173.000 CYS | 3.00000 36519.00| 14.00000 170422.00| 4.75000 57821.75
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -12
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-51223 2977.000 CYS | 7.50000 22327.50| 12.00000 35724.00| 8.50000 25304.50
EXCAVATION, WATERWAY | | |
0020 204-02290 4.000 EACH | 750.00000 3000.00| 1500.00000 6000.00| 1500.00000 6000.00
SETTLEMENT PLATE | | |
0021 205-03371 20.000 CYS | 100.00000 2000.00| 20.00000 400.00| 18.25000 365.00
SEDIMENT, REMOVE | | |
0022 205-06931 47.000 TON | 90.00000 4230.00| 60.00000 2820.00| 90.00000 4230.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06937 1625.000 LFT | 1.30000 2112.50| 1.24000 2015.00| 1.50000 2437.50
TEMPORARY SILT FENCE | | |
0024 206-51220 1354.000 CYS | 13.00000 17602.00| 20.00000 27080.00| 30.00000 40620.00
EXCAVATION, WET | | |
0025 206-51235 LUMP | 65000.00000 65000.00| 125000.00000 125000.00| 275000.00000 275000.00
COFFERDAM , STR. NO. 2 | | |
0026 207-08263 19238.000 SYS | 10.00000 192380.00| 5.00000 96190.00| 4.35000 83685.30
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08266 3068.000 SYS | 9.00000 27612.00| 4.00000 12272.00| 0.75000 2301.00
SUBGRADE TREATMENT, TYPE III | | |
0028 207-08267 1238.000 SYS | 8.00000 9904.00| 8.00000 9904.00| 7.75000 9594.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 126.000 CYS | 60.00000 7560.00| 40.00000 5040.00| 74.00000 9324.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 389.000 CYS | 18.00000 7002.00| 20.00000 7780.00| 23.50000 9141.50
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09268 3055.300 CYS | 48.00000 146654.40| 75.00000 229147.50| 59.00000 180262.70
STRUCTURE BACKFILL, TYPE 5 | | |
0032 301-07448 3400.000 TON | 18.00000 61200.00| 22.00000 74800.00| 14.75000 50150.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 92.100 CYS | 55.00000 5065.50| 75.00000 6907.50| 58.50000 5387.85
DENSE GRADED SUBBASE | | |
0034 303-01180 3179.000 TON | 18.00000 57222.00| 22.00000 69938.00| 13.25000 42121.75
COMPACTED AGGREGATE, NO. 53 | | |
0035 303-04489 613.000 TON | 25.00000 15325.00| 25.00000 15325.00| 26.25000 16091.25
COMPACTED CRUSHED AGGREGATE, 8 | | |
0036 306-08037 635.000 SYS | 7.25000 4603.75| 8.00000 5080.00| 6.25000 3968.75
MILLING, ASPHALT, 3 IN. | | |
0037 306-08043 58.000 SYS | 7.75000 449.50| 8.00000 464.00| 30.00000 1740.00
MILLING, TRANSITION | | |
0038 401-06264 LUMP | 950.00000 950.00| 950.00000 950.00| 1000.00000 1000.00
PROFILOGRAPH, HMA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -13
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-07320 567.000 TON | 69.00000 39123.00| 69.00000 39123.00| 73.50000 41674.50
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0040 401-07328 1086.000 TON | 77.50000 84165.00| 77.50000 84165.00| 82.00000 89052.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0041 401-07398 2231.000 TON | 52.50000 117127.50| 52.50000 117127.50| 55.00000 122705.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 1725.000 TON | 53.50000 92287.50| 53.50000 92287.50| 56.00000 96600.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0043 401-07424 3902.000 TON | 49.00000 191198.00| 49.00000 191198.00| 51.25000 199977.50
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0044 401-07429 1976.000 TON | 64.50000 127452.00| 64.50000 127452.00| 68.00000 134368.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0045 402-07433 103.000 TON | 105.00000 10815.00| 105.00000 10815.00| 110.00000 11330.00
HMA SURFACE, TYPE B | | |
0046 402-07438 239.100 TON | 70.00000 16737.00| 70.00000 16737.00| 73.00000 17454.30
HMA INTERMEDIATE, TYPE B | | |
0047 402-07453 49.900 TON | 140.00000 6986.00| 140.00000 6986.00| 145.00000 7235.50
HMA FOR TEMPORARY PAVEMENT | | |
0048 402-07787 6.000 TON | 185.00000 1110.00| 185.00000 1110.00| 200.00000 1200.00
HMA WEDGE AND LEVEL, TYPE D | | |
0049 406-05520 19.100 TON | 400.00000 7640.00| 400.00000 7640.00| 415.00000 7926.50
ASPHALT FOR TACK COAT | | |
0050 601-01522 8.000 EACH | 1970.00000 15760.00| 1925.00000 15400.00| 1925.00000 15400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0051 601-01626 1.000 EACH | 1460.00000 1460.00| 1430.00000 1430.00| 1430.00000 1430.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0052 601-01740 1.000 EACH | 1810.00000 1810.00| 1775.00000 1775.00| 1775.00000 1775.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0053 601-05071 2.000 EACH | 2080.00000 4160.00| 2040.00000 4080.00| 2040.00000 4080.00
GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | |
CURVED, 7 | | |
0054 601-06854 2.000 EACH | 2500.00000 5000.00| 2455.00000 4910.00| 2455.00000 4910.00
GUARDRAIL, W-BEAM, NESTED | | |
0055 601-94689 7.000 EACH | 2400.00000 16800.00| 2310.00000 16170.00| 2310.00000 16170.00
GUARDRAIL END TREATMENT, OS | | |
0056 601-99105 1567.500 LFT | 16.85000 26412.38| 16.50000 25863.75| 16.50000 25863.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -14
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 602-06729 28.000 EACH | 14.15000 396.20| 12.00000 336.00| 9.00000 252.00
BARRIER DELINEATOR | | |
0058 609-06257 330.000 SYS | 85.00000 28050.00| 80.00000 26400.00| 64.50000 21285.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0059 609-06259 221.000 SYS | 100.00000 22100.00| 90.00000 19890.00| 64.50000 14254.50
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0060 611-06497 2.000 EACH | 190.00000 380.00| 185.00000 370.00| 185.00000 370.00
MAILBOX ASSEMBLY, SINGLE | | |
0061 615-06505 20.000 EACH | 510.00000 10200.00| 500.00000 10000.00| 500.00000 10000.00
MONUMENT, B | | |
0062 615-06510 1.000 EACH | 505.00000 505.00| 495.00000 495.00| 495.00000 495.00
MONUMENT, C | | |
0063 615-06527 2.000 EACH | 510.00000 1020.00| 500.00000 1000.00| 500.00000 1000.00
MONUMENT, SECTION CORNER | | |
0064 616-02320 3500.000 SYS | 2.50000 8750.00| 3.00000 10500.00| 2.00000 7000.00
GEOTEXTILES | | |
0065 616-05688 2862.000 TON | 28.00000 80136.00| 30.00000 85860.00| 27.50000 78705.00
RIPRAP, CLASS 1 | | |
0066 616-06405 112.200 TON | 25.00000 2805.00| 40.00000 4488.00| 44.00000 4936.80
RIPRAP, REVETMENT | | |
0067 621-01004 4.000 EACH | 815.00000 3260.00| 775.00000 3100.00| 800.00000 3200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0068 621-06545 6.800 TON | 1020.00000 6936.00| 1557.00000 10587.60| 1625.00000 11050.00
FERTILIZER | | |
0069 621-06553 2799.000 LBS | 2.32000 6493.68| 2.84000 7949.16| 3.00000 8397.00
SEED MIXTURE, R | | |
0070 621-06565 34.000 TON | 410.00000 13940.00| 367.00000 12478.00| 380.00000 12920.00
MULCHING MATERIAL | | |
0071 621-06567 8.100 kGAL | 1.05000 8.51| 1.00000 8.10| 1.00000 8.10
WATER | | |
0072 621-06575 1984.000 SYS | 4.45000 8828.80| 2.95000 5852.80| 4.30000 8531.20
SODDING, NURSERY | | |
0073 628-09402 12.000 MOS | 2900.00000 34800.00| 2500.00000 30000.00| 2250.00000 27000.00
FIELD OFFICE, B | | |
0074 628-09407 1.000 MOS | 1000.00000 1000.00| 350.00000 350.00| 525.00000 525.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -15
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 701-01840 4859.000 LFT | 50.00000 242950.00| 40.00000 194360.00| 35.85000 174195.15
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.312 IN., 14 | | |
IN. | | |
0076 702-03607 12.000 EACH | 90.00000 1080.00| 150.00000 1800.00| 95.00000 1140.00
CORED HOLE IN CONCRETE | | |
0077 702-51005 264.600 CYS | 350.00000 92610.00| 450.00000 119070.00| 415.00000 109809.00
CONCRETE, A, SUBSTRUCTURE | | |
0078 702-51015 142.200 CYS | 150.00000 21330.00| 350.00000 49770.00| 225.00000 31995.00
CONCRETE, B, FOOTINGS | | |
0079 702-51100 257.000 LBS | 2.40000 616.80| 3.00000 771.00| 3.25000 835.25
DRAIN PIPE, CAST IRON, 6 IN. | | |
0080 702-51110 644.000 LBS | 2.00000 1288.00| 3.00000 1932.00| 2.50000 1610.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0081 702-51863 1112.000 EACH | 7.00000 7784.00| 15.00000 16680.00| 7.50000 8340.00
FIELD DRILLED HOLE IN CONCRETE | | |
0082 703-51030 90192.000 LBS | 0.62000 55919.04| 0.80000 72153.60| 0.75000 67644.00
REINFORCING STEEL | | |
0083 703-51032 161464.000 LBS | 0.90000 145317.60| 0.95000 153390.80| 0.85000 137244.40
REINFORCING STEEL, EPOXY COATED | | |
0084 704-51002 439.500 CYS | 600.00000 263700.00| 450.00000 197775.00| 525.00000 230737.50
CONCRETE, C, SUPERSTRUCTURE | | |
0085 706-05732 8.000 EACH | 1500.00000 12000.00| 2000.00000 16000.00| 1700.00000 13600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0086 706-51020 87.500 CYS | 475.00000 41562.50| 500.00000 43750.00| 400.00000 35000.00
CONCRETE, C, RAILING | | |
0087 707-07605 1256.000 LFT | 175.00000 219800.00| 320.00000 401920.00| 265.00000 332840.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0088 709-51821 LUMP | 4300.00000 4300.00| 4680.00000 4680.00| 4750.00000 4750.00
SURFACE SEAL , STR. NO. 1 | | |
0089 709-51821 LUMP | 7700.00000 7700.00| 9400.00000 9400.00| 8450.00000 8450.00
SURFACE SEAL , STR. NO. 2 | | |
0090 710-09158 432.000 SFT | 82.00000 35424.00| 40.00000 17280.00| 60.00000 25920.00
PATCHING CONCRETE STRUCTURES | | |
0091 711-51070 20.000 EACH | 80.00000 1600.00| 75.00000 1500.00| 85.00000 1700.00
ANCHOR PLATE, AP 1 | | |
0092 715-02628 1.000 EACH | 800.00000 800.00| 600.00000 600.00| 800.00000 800.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -16
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 715-03476 2.000 EACH | 775.00000 1550.00| 900.00000 1800.00| 1150.00000 2300.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0094 715-05019 110.000 LFT | 68.00000 7480.00| 75.00000 8250.00| 58.00000 6380.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0095 715-05048 7319.000 LFT | 2.50000 18297.50| 4.00000 29276.00| 3.75000 27446.25
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0096 715-05049 100.000 LFT | 9.10000 910.00| 13.00000 1300.00| 11.00000 1100.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0097 715-05051 100.000 LFT | 14.50000 1450.00| 15.00000 1500.00| 12.50000 1250.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0098 715-05053 516.000 LFT | 18.30000 9442.80| 30.00000 15480.00| 11.75000 6063.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0099 715-05119 151.000 LFT | 32.00000 4832.00| 30.00000 4530.00| 28.50000 4303.50
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0100 715-05123 14.000 LFT | 140.00000 1960.00| 60.00000 840.00| 94.00000 1316.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0101 715-05169 105.000 LFT | 32.00000 3360.00| 35.00000 3675.00| 32.50000 3412.50
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0102 715-05171 52.000 LFT | 38.00000 1976.00| 30.00000 1560.00| 31.00000 1612.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0103 715-05177 32.000 LFT | 68.00000 2176.00| 90.00000 2880.00| 65.00000 2080.00
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0104 715-05407 106.000 LFT | 16.00000 1696.00| 20.00000 2120.00| 4.00000 424.00
PIPE, END BENT DRAIN, 6 IN. | | |
0105 715-05439 30.000 LFT | 21.00000 630.00| 10.00000 300.00| 12.00000 360.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0106 715-05440 30.000 LFT | 21.50000 645.00| 15.00000 450.00| 13.50000 405.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0107 715-05442 30.000 LFT | 22.50000 675.00| 20.00000 600.00| 15.50000 465.00
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0108 715-09518 54.000 LFT | 50.00000 2700.00| 60.00000 3240.00| 56.00000 3024.00
PIPE, TYPE 3, CIRCULAR, 27 IN. | | |
0109 715-46005 9.000 EACH | 330.00000 2970.00| 450.00000 4050.00| 300.00000 2700.00
PIPE END SECTION, 15 IN. | | |
0110 715-46010 2.000 EACH | 360.00000 720.00| 500.00000 1000.00| 335.00000 670.00
PIPE END SECTION, 18 IN. | | |
0111 715-46025 2.000 EACH | 550.00000 1100.00| 750.00000 1500.00| 550.00000 1100.00
PIPE END SECTION, 27 IN. | | |
0112 715-46040 4.000 EACH | 1000.00000 4000.00| 950.00000 3800.00| 825.00000 3300.00
PIPE END SECTION, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -17
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 715-91361 26.000 LFT | 20.00000 520.00| 45.00000 1170.00| 120.00000 3120.00
PIPE, PVC, 6 IN. | | |
0114 718-06528 24.000 EACH | 690.00000 16560.00| 750.00000 18000.00| 450.00000 10800.00
OUTLET PROTECTOR, 1 | | |
0115 718-06532 6000.000 LFT | 1.05000 6300.00| 0.85000 5100.00| 0.90000 5400.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0116 718-52610 535.000 CYS | 34.85000 18644.75| 45.00000 24075.00| 29.00000 15515.00
AGGREGATE FOR UNDERDRAINS | | |
0117 718-99153 4813.000 SYS | 1.60000 7700.80| 3.00000 14439.00| 1.15000 5534.95
GEOTEXTILES FOR UNDERDRAIN | | |
0118 722-51842 898.000 SYS | 95.00000 85310.00| 75.00000 67350.00| 65.00000 58370.00
BRIDGE DECK OVERLAY | | |
0119 722-51852 432.000 SFT | 16.00000 6912.00| 8.00000 3456.00| 12.75000 5508.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0120 722-60824 898.000 SYS | 4.35000 3906.30| 7.00000 6286.00| 15.00000 13470.00
SURFACE MILLING | | |
0121 723-08602 130.000 LFT | 3200.00000 416000.00| 4400.00000 572000.00| 4300.00000 559000.00
STRUCTURE, PRECAST THREE-SIDED, 504 IN. | | |
X 168 IN. | | |
0122 723-08608 2199.000 SFT | 30.00000 65970.00| 60.00000 131940.00| 31.00000 68169.00
WINGWALL | | |
0123 801-06201 100.000 SYS | 48.00000 4800.00| 75.00000 7500.00| 49.50000 4950.00
TEMPORARY PANEL SIGNS | | |
0124 801-06202 120.000 LFT | 41.00000 4920.00| 10.00000 1200.00| 42.50000 5100.00
TEMPORARY PANEL SIGN SUPPORTS | | |
0125 801-06203 3840.000 LFT | 0.21000 806.40| 0.28000 1075.20| 0.30000 1152.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0126 801-06207 1490.000 LFT | 1.13000 1683.70| 1.15000 1713.50| 1.20000 1788.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0127 801-06218 48.000 LFT | 4.50000 216.00| 6.90000 331.20| 7.25000 348.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0128 801-06625 98.000 EACH | 78.00000 7644.00| 111.00000 10878.00| 115.00000 11270.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0129 801-06640 122.000 EACH | 140.00000 17080.00| 65.00000 7930.00| 69.25000 8448.50
CONSTRUCTION SIGN, A | | |
0130 801-06645 11.000 EACH | 46.00000 506.00| 50.00000 550.00| 53.00000 583.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -18
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 801-06775 LUMP | 49000.00000 49000.00| 40000.00000 40000.00| 55000.00000 55000.00
MAINTAINING TRAFFIC | | |
0132 801-07024 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| 4900.00000 9800.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0133 801-07119 204.000 LFT | 10.60000 2162.40| 18.00000 3672.00| 19.25000 3927.00
BARRICADE, III-B | | |
0134 801-08401 460.000 LFT | 34.50000 15870.00| 60.00000 27600.00| 16.75000 7705.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0135 802-05704 125.000 LFT | 27.00000 3375.00| 13.00000 1625.00| 13.00000 1625.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0136 802-07059 7.000 EACH | 140.00000 980.00| 30.00000 210.00| 30.00000 210.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0137 802-07060 4.000 EACH | 165.00000 660.00| 65.00000 260.00| 65.00000 260.00
SIGN, SHEET, RELOCATE | | |
0138 802-76025 10.000 SFT | 26.00000 260.00| 23.00000 230.00| 23.00000 230.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0139 802-76035 132.100 SFT | 26.50000 3500.65| 17.75000 2344.78| 17.75000 2344.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0140 808-06703 9273.000 LFT | 0.36000 3338.28| 0.40000 3709.20| 0.45000 4172.85
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0141 808-06716 2120.000 LFT | 0.30000 636.00| 0.48000 1017.60| 0.50000 1060.00
LINE, REMOVE | | |
0142 808-75051 1090.000 LFT | 2.05000 2234.50| 1.55000 1689.50| 1.60000 1744.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0143 808-75054 586.000 LFT | 2.05000 1201.30| 1.55000 908.30| 1.60000 937.60
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0144 808-75063 63.000 LFT | 2.60000 163.80| 1.55000 97.65| 1.60000 100.80
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
4 IN. | | |
0145 808-75240 2889.000 LFT | 0.36000 1040.04| 0.20000 577.80| 0.21000 606.69
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0146 808-75245 3945.000 LFT | 0.36000 1420.20| 0.40000 1578.00| 0.43000 1696.35
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -19
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-1128289
|MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 808-75297 75.000 LFT | 8.70000 652.50| 5.00000 375.00| 5.25000 393.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0148 808-75998 101.000 EACH | 22.70000 2292.70| 23.50000 2373.50| 25.00000 2525.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0149 202-03000 LUMP | 22000.00000 22000.00| 12200.00000 12200.00| 9375.00000 9375.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0150 202-03000 LUMP | 18000.00000 18000.00| 9750.00000 9750.00| 8200.00000 8200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0151 202-03000 LUMP | 22000.00000 22000.00| 13200.00000 13200.00| 11200.00000 11200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0152 202-03000 LUMP | 18000.00000 18000.00| 11750.00000 11750.00| 7825.00000 7825.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0153 202-03000 LUMP | 25000.00000 25000.00| 13350.00000 13350.00| 13500.00000 13500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0154 202-03000 LUMP | 22000.00000 22000.00| 11150.00000 11150.00| 10850.00000 10850.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0155 202-03000 LUMP | 25000.00000 25000.00| 9600.00000 9600.00| 9325.00000 9325.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0156 202-03000 LUMP | 25000.00000 25000.00| 12850.00000 12850.00| 11025.00000 11025.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0157 202-03000 LUMP | 18000.00000 18000.00| 10450.00000 10450.00| 7150.00000 7150.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0158 202-05543 13283.000 SFT | 2.25000 29886.75| 1.30000 17267.90| 2.25000 29886.75
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
SECTION TOTALS | $ 4,994,720.00| $ 5,126,881.53| $ 5,158,950.54
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,994,720.00| $ 5,126,881.53| $ 5,158,950.54
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -20
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 21000.00000 21000.00| 18975.00000 18975.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 215.00000 860.00| 178.39000 713.56| 300.00000 1200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 48.000 MOS | 450.00000 21600.00| 196.23000 9419.04| 100.00000 4800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 258725.36000 258725.36| 289650.00000 289650.00| 275000.00000 275000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 51745.07000 51745.07| 25000.00000 25000.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 600.00000 600.00| 25000.00000 25000.00| 10000.00000 10000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 202-02241 1594.000 LFT | 2.00000 3188.00| 3.55000 5658.70| 5.00000 7970.00
GUARDRAIL, REMOVE | | |
0015 202-51330 LUMP | 450000.00000 450000.00| 241303.00000 241303.00| 650000.00000 650000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | |
0016 202-51330 LUMP | 10795.53000 10795.53| 6791.43000 6791.43| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | |
0017 203-02000 15512.000 CYS | 6.30000 97725.60| 11.67000 181025.04| 15.12000 234541.44
EXCAVATION, COMMON | | |
0018 203-02070 12173.000 CYS | 11.40000 138772.20| 12.64000 153866.72| 14.45000 175899.85
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -21
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-51223 2977.000 CYS | 7.00000 20839.00| 15.17000 45161.09| 10.00000 29770.00
EXCAVATION, WATERWAY | | |
0020 204-02290 4.000 EACH | 1000.00000 4000.00| 800.26000 3201.04| 950.00000 3800.00
SETTLEMENT PLATE | | |
0021 205-03371 20.000 CYS | 30.00000 600.00| 48.24000 964.80| 20.00000 400.00
SEDIMENT, REMOVE | | |
0022 205-06931 47.000 TON | 41.12000 1932.64| 52.72000 2477.84| 50.00000 2350.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06937 1625.000 LFT | 1.24000 2015.00| 1.25000 2031.25| 1.50000 2437.50
TEMPORARY SILT FENCE | | |
0024 206-51220 1354.000 CYS | 25.00000 33850.00| 37.84000 51235.36| 100.00000 135400.00
EXCAVATION, WET | | |
0025 206-51235 LUMP | 133752.72000 133752.72| 122226.55000 122226.55| 150000.00000 150000.00
COFFERDAM , STR. NO. 2 | | |
0026 207-08263 19238.000 SYS | 3.45000 66371.10| 4.28000 82338.64| 5.67000 109079.46
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08266 3068.000 SYS | 2.16000 6626.88| 3.85000 11811.80| 2.80000 8590.40
SUBGRADE TREATMENT, TYPE III | | |
0028 207-08267 1238.000 SYS | 10.68000 13221.84| 8.35000 10337.30| 9.10000 11265.80
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 126.000 CYS | 32.40000 4082.40| 34.29000 4320.54| 35.00000 4410.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 389.000 CYS | 110.90000 43140.10| 34.74000 13513.86| 15.75000 6126.75
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09268 3055.300 CYS | 48.00000 146654.40| 67.70000 206843.81| 75.00000 229147.50
STRUCTURE BACKFILL, TYPE 5 | | |
0032 301-07448 3400.000 TON | 21.45000 72930.00| 16.88000 57392.00| 13.20000 44880.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 92.100 CYS | 64.29000 5921.11| 42.53000 3917.01| 50.00000 4605.00
DENSE GRADED SUBBASE | | |
0034 303-01180 3179.000 TON | 24.29000 77217.91| 16.22000 51563.38| 13.30000 42280.70
COMPACTED AGGREGATE, NO. 53 | | |
0035 303-04489 613.000 TON | 22.26000 13645.38| 28.92000 17727.96| 33.60000 20596.80
COMPACTED CRUSHED AGGREGATE, 8 | | |
0036 306-08037 635.000 SYS | 10.16000 6451.60| 5.26000 3340.10| 5.00000 3175.00
MILLING, ASPHALT, 3 IN. | | |
0037 306-08043 58.000 SYS | 36.62000 2123.96| 17.82000 1033.56| 5.00000 290.00
MILLING, TRANSITION | | |
0038 401-06264 LUMP | 2800.00000 2800.00| 950.00000 950.00| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -22
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-07320 567.000 TON | 69.00000 39123.00| 69.00000 39123.00| 73.50000 41674.50
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0040 401-07328 1086.000 TON | 77.50000 84165.00| 77.50000 84165.00| 80.85000 87803.10
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0041 401-07398 2231.000 TON | 52.50000 117127.50| 52.50000 117127.50| 63.00000 140553.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 1725.000 TON | 53.50000 92287.50| 53.50000 92287.50| 62.00000 106950.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0043 401-07424 3902.000 TON | 49.00000 191198.00| 49.00000 191198.00| 60.00000 234120.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0044 401-07429 1976.000 TON | 64.50000 127452.00| 64.50000 127452.00| 68.25000 134862.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0045 402-07433 103.000 TON | 105.00000 10815.00| 105.00000 10815.00| 89.25000 9192.75
HMA SURFACE, TYPE B | | |
0046 402-07438 239.100 TON | 70.00000 16737.00| 70.00000 16737.00| 68.25000 16318.58
HMA INTERMEDIATE, TYPE B | | |
0047 402-07453 49.900 TON | 140.00000 6986.00| 140.00000 6986.00| 157.50000 7859.25
HMA FOR TEMPORARY PAVEMENT | | |
0048 402-07787 6.000 TON | 185.00000 1110.00| 185.00000 1110.00| 100.00000 600.00
HMA WEDGE AND LEVEL, TYPE D | | |
0049 406-05520 19.100 TON | 400.00000 7640.00| 400.00000 7640.00| 520.00000 9932.00
ASPHALT FOR TACK COAT | | |
0050 601-01522 8.000 EACH | 1925.00000 15400.00| 1925.00000 15400.00| 2025.00000 16200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0051 601-01626 1.000 EACH | 1430.00000 1430.00| 1430.00000 1430.00| 1500.00000 1500.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0052 601-01740 1.000 EACH | 1775.00000 1775.00| 1775.00000 1775.00| 1870.00000 1870.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0053 601-05071 2.000 EACH | 2040.00000 4080.00| 2040.00000 4080.00| 2140.00000 4280.00
GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | |
CURVED, 7 | | |
0054 601-06854 2.000 EACH | 2455.00000 4910.00| 2455.00000 4910.00| 2575.00000 5150.00
GUARDRAIL, W-BEAM, NESTED | | |
0055 601-94689 7.000 EACH | 2310.00000 16170.00| 2310.00000 16170.00| 2425.00000 16975.00
GUARDRAIL END TREATMENT, OS | | |
0056 601-99105 1567.500 LFT | 16.50000 25863.75| 16.50000 25863.75| 17.35000 27196.13
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -23
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 602-06729 28.000 EACH | 14.61000 409.08| 13.00000 364.00| 10.00000 280.00
BARRIER DELINEATOR | | |
0058 609-06257 330.000 SYS | 81.78000 26987.40| 83.12000 27429.60| 80.00000 26400.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0059 609-06259 221.000 SYS | 84.98000 18780.58| 83.13000 18371.73| 85.00000 18785.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0060 611-06497 2.000 EACH | 185.00000 370.00| 185.00000 370.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0061 615-06505 20.000 EACH | 500.00000 10000.00| 500.00000 10000.00| 550.00000 11000.00
MONUMENT, B | | |
0062 615-06510 1.000 EACH | 495.00000 495.00| 495.00000 495.00| 550.00000 550.00
MONUMENT, C | | |
0063 615-06527 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00
MONUMENT, SECTION CORNER | | |
0064 616-02320 3500.000 SYS | 1.43000 5005.00| 2.06000 7210.00| 3.50000 12250.00
GEOTEXTILES | | |
0065 616-05688 2862.000 TON | 30.27000 86632.74| 32.93000 94245.66| 25.00000 71550.00
RIPRAP, CLASS 1 | | |
0066 616-06405 112.200 TON | 29.99000 3364.88| 22.55000 2530.11| 30.00000 3366.00
RIPRAP, REVETMENT | | |
0067 621-01004 4.000 EACH | 500.00000 2000.00| 800.00000 3200.00| 850.00000 3400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0068 621-06545 6.800 TON | 975.00000 6630.00| 1000.00000 6800.00| 1700.00000 11560.00
FERTILIZER | | |
0069 621-06553 2799.000 LBS | 2.90000 8117.10| 2.25000 6297.75| 3.15000 8816.85
SEED MIXTURE, R | | |
0070 621-06565 34.000 TON | 400.00000 13600.00| 400.00000 13600.00| 400.00000 13600.00
MULCHING MATERIAL | | |
0071 621-06567 8.100 kGAL | 5.00000 40.50| 1.00000 8.10| 1.10000 8.91
WATER | | |
0072 621-06575 1984.000 SYS | 3.60000 7142.40| 3.25000 6448.00| 3.25000 6448.00
SODDING, NURSERY | | |
0073 628-09402 12.000 MOS | 2300.00000 27600.00| 1455.11000 17461.32| 2000.00000 24000.00
FIELD OFFICE, B | | |
0074 628-09407 1.000 MOS | 260.00000 260.00| 297.31000 297.31| 3500.00000 3500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -24
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 701-01840 4859.000 LFT | 61.93000 300917.87| 70.17000 340956.03| 50.00000 242950.00
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.312 IN., 14 | | |
IN. | | |
0076 702-03607 12.000 EACH | 192.00000 2304.00| 250.00000 3000.00| 250.00000 3000.00
CORED HOLE IN CONCRETE | | |
0077 702-51005 264.600 CYS | 500.24000 132363.50| 686.82000 181732.57| 750.00000 198450.00
CONCRETE, A, SUBSTRUCTURE | | |
0078 702-51015 142.200 CYS | 195.97000 27866.93| 384.29000 54646.04| 500.00000 71100.00
CONCRETE, B, FOOTINGS | | |
0079 702-51100 257.000 LBS | 5.83000 1498.31| 7.66000 1968.62| 3.00000 771.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0080 702-51110 644.000 LBS | 2.64000 1700.16| 7.79000 5016.76| 4.00000 2576.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0081 702-51863 1112.000 EACH | 5.87000 6527.44| 6.98000 7761.76| 7.00000 7784.00
FIELD DRILLED HOLE IN CONCRETE | | |
0082 703-51030 90192.000 LBS | 0.81000 73055.52| 0.87000 78467.04| 0.75000 67644.00
REINFORCING STEEL | | |
0083 703-51032 161464.000 LBS | 0.95000 153390.80| 0.88000 142088.32| 0.90000 145317.60
REINFORCING STEEL, EPOXY COATED | | |
0084 704-51002 439.500 CYS | 426.26000 187341.27| 503.42000 221253.09| 700.00000 307650.00
CONCRETE, C, SUPERSTRUCTURE | | |
0085 706-05732 8.000 EACH | 1400.00000 11200.00| 1350.00000 10800.00| 1500.00000 12000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0086 706-51020 87.500 CYS | 345.66000 30245.25| 425.00000 37187.50| 750.00000 65625.00
CONCRETE, C, RAILING | | |
0087 707-07605 1256.000 LFT | 297.18000 373258.08| 263.15000 330516.40| 300.00000 376800.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0088 709-51821 LUMP | 4862.29000 4862.29| 4430.79000 4430.79| 10000.00000 10000.00
SURFACE SEAL , STR. NO. 1 | | |
0089 709-51821 LUMP | 9766.14000 9766.14| 7920.20000 7920.20| 12500.00000 12500.00
SURFACE SEAL , STR. NO. 2 | | |
0090 710-09158 432.000 SFT | 132.12000 57075.84| 25.00000 10800.00| 125.00000 54000.00
PATCHING CONCRETE STRUCTURES | | |
0091 711-51070 20.000 EACH | 99.80000 1996.00| 437.28000 8745.60| 100.00000 2000.00
ANCHOR PLATE, AP 1 | | |
0092 715-02628 1.000 EACH | 630.75000 630.75| 564.81000 564.81| 575.00000 575.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -25
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 715-03476 2.000 EACH | 1317.38000 2634.76| 564.82000 1129.64| 1000.00000 2000.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0094 715-05019 110.000 LFT | 87.35000 9608.50| 169.96000 18695.60| 84.00000 9240.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0095 715-05048 7319.000 LFT | 2.82000 20639.58| 2.85000 20859.15| 3.15000 23054.85
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0096 715-05049 100.000 LFT | 2.06000 206.00| 20.00000 2000.00| 26.25000 2625.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0097 715-05051 100.000 LFT | 3.86000 386.00| 30.00000 3000.00| 28.00000 2800.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0098 715-05053 516.000 LFT | 14.00000 7224.00| 14.00000 7224.00| 15.75000 8127.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0099 715-05119 151.000 LFT | 28.88000 4360.88| 105.31000 15901.81| 36.50000 5511.50
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0100 715-05123 14.000 LFT | 63.56000 889.84| 146.36000 2049.04| 76.65000 1073.10
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0101 715-05169 105.000 LFT | 31.15000 3270.75| 113.73000 11941.65| 65.00000 6825.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0102 715-05171 52.000 LFT | 42.71000 2220.92| 105.34000 5477.68| 44.00000 2288.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0103 715-05177 32.000 LFT | 79.47000 2543.04| 219.39000 7020.48| 79.25000 2536.00
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0104 715-05407 106.000 LFT | 3.31000 350.86| 30.46000 3228.76| 10.00000 1060.00
PIPE, END BENT DRAIN, 6 IN. | | |
0105 715-05439 30.000 LFT | 1.00000 30.00| 15.00000 450.00| 17.85000 535.50
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0106 715-05440 30.000 LFT | 2.06000 61.80| 20.00000 600.00| 18.90000 567.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0107 715-05442 30.000 LFT | 3.86000 115.80| 30.00000 900.00| 24.15000 724.50
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0108 715-09518 54.000 LFT | 72.25000 3901.50| 185.51000 10017.54| 105.00000 5670.00
PIPE, TYPE 3, CIRCULAR, 27 IN. | | |
0109 715-46005 9.000 EACH | 420.32000 3782.88| 297.60000 2678.40| 262.50000 2362.50
PIPE END SECTION, 15 IN. | | |
0110 715-46010 2.000 EACH | 483.46000 966.92| 364.19000 728.38| 294.00000 588.00
PIPE END SECTION, 18 IN. | | |
0111 715-46025 2.000 EACH | 750.85000 1501.70| 913.66000 1827.32| 672.00000 1344.00
PIPE END SECTION, 27 IN. | | |
0112 715-46040 4.000 EACH | 1196.87000 4787.48| 1070.73000 4282.92| 1000.00000 4000.00
PIPE END SECTION, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -26
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 715-91361 26.000 LFT | 59.10000 1536.60| 12.00000 312.00| 10.25000 266.50
PIPE, PVC, 6 IN. | | |
0114 718-06528 24.000 EACH | 460.00000 11040.00| 460.00000 11040.00| 588.00000 14112.00
OUTLET PROTECTOR, 1 | | |
0115 718-06532 6000.000 LFT | 0.90000 5400.00| 0.90000 5400.00| 1.00000 6000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0116 718-52610 535.000 CYS | 27.00000 14445.00| 32.00000 17120.00| 32.55000 17414.25
AGGREGATE FOR UNDERDRAINS | | |
0117 718-99153 4813.000 SYS | 0.72000 3465.36| 1.00000 4813.00| 1.75000 8422.75
GEOTEXTILES FOR UNDERDRAIN | | |
0118 722-51842 898.000 SYS | 109.53000 98357.94| 98.44000 88399.12| 70.00000 62860.00
BRIDGE DECK OVERLAY | | |
0119 722-51852 432.000 SFT | 27.66000 11949.12| 35.47000 15323.04| 15.00000 6480.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0120 722-60824 898.000 SYS | 11.57000 10389.86| 6.31000 5666.38| 8.00000 7184.00
SURFACE MILLING | | |
0121 723-08602 130.000 LFT | 3627.08000 471520.40| 5377.10000 699023.00| 4000.00000 520000.00
STRUCTURE, PRECAST THREE-SIDED, 504 IN. | | |
X 168 IN. | | |
0122 723-08608 2199.000 SFT | 41.10000 90378.90| 210.05000 461899.95| 75.00000 164925.00
WINGWALL | | |
0123 801-06201 100.000 SYS | 175.00000 17500.00| 21.62000 2162.00| 200.00000 20000.00
TEMPORARY PANEL SIGNS | | |
0124 801-06202 120.000 LFT | 224.00000 26880.00| 40.00000 4800.00| 25.20000 3024.00
TEMPORARY PANEL SIGN SUPPORTS | | |
0125 801-06203 3840.000 LFT | 0.28000 1075.20| 0.65000 2496.00| 0.75000 2880.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0126 801-06207 1490.000 LFT | 1.15000 1713.50| 1.15000 1713.50| 1.40000 2086.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0127 801-06218 48.000 LFT | 6.90000 331.20| 11.00000 528.00| 8.25000 396.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0128 801-06625 98.000 EACH | 115.00000 11270.00| 239.00000 23422.00| 125.00000 12250.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0129 801-06640 122.000 EACH | 165.00000 20130.00| 369.00000 45018.00| 175.00000 21350.00
CONSTRUCTION SIGN, A | | |
0130 801-06645 11.000 EACH | 65.00000 715.00| 139.00000 1529.00| 75.00000 825.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -27
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 801-06775 LUMP | 65981.84000 65981.84| 26709.50000 26709.50| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0132 801-07024 2.000 EACH | 4900.00000 9800.00| 4900.00000 9800.00| 5145.00000 10290.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0133 801-07119 204.000 LFT | 18.00000 3672.00| 45.00000 9180.00| 20.00000 4080.00
BARRICADE, III-B | | |
0134 801-08401 460.000 LFT | 38.13000 17539.80| 42.17000 19398.20| 50.00000 23000.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0135 802-05704 125.000 LFT | 13.00000 1625.00| 13.00000 1625.00| 14.50000 1812.50
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0136 802-07059 7.000 EACH | 30.00000 210.00| 30.00000 210.00| 33.00000 231.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0137 802-07060 4.000 EACH | 65.00000 260.00| 65.00000 260.00| 72.50000 290.00
SIGN, SHEET, RELOCATE | | |
0138 802-76025 10.000 SFT | 23.00000 230.00| 23.00000 230.00| 24.50000 245.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0139 802-76035 132.100 SFT | 17.75000 2344.78| 17.75000 2344.78| 18.75000 2476.88
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0140 808-06703 9273.000 LFT | 0.40000 3709.20| 0.65000 6027.45| 0.45000 4172.85
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0141 808-06716 2120.000 LFT | 0.48000 1017.60| 0.65000 1378.00| 1.10000 2332.00
LINE, REMOVE | | |
0142 808-75051 1090.000 LFT | 1.55000 1689.50| 3.25000 3542.50| 5.50000 5995.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0143 808-75054 586.000 LFT | 1.55000 908.30| 3.25000 1904.50| 5.50000 3223.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0144 808-75063 63.000 LFT | 1.55000 97.65| 3.25000 204.75| 5.50000 346.50
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
4 IN. | | |
0145 808-75240 2889.000 LFT | 0.20000 577.80| 0.65000 1877.85| 0.45000 1300.05
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0146 808-75245 3945.000 LFT | 0.40000 1578.00| 0.65000 2564.25| 0.45000 1775.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 510 -28
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 510 CONTRACT ID : B -31297-A COUNTIES : SHELBY
LETTING DATE : 12/10/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1385672 |( 9 ) 35-1310611
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 808-75297 75.000 LFT | 5.00000 375.00| 19.50000 1462.50| 7.00000 525.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0148 808-75998 101.000 EACH | 23.50000 2373.50| 23.50000 2373.50| 28.00000 2828.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0149 202-03000 LUMP | 12200.00000 12200.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0150 202-03000 LUMP | 9750.00000 9750.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0151 202-03000 LUMP | 13200.00000 13200.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0152 202-03000 LUMP | 11750.00000 11750.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0153 202-03000 LUMP | 13350.00000 13350.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0154 202-03000 LUMP | 11150.00000 11150.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0155 202-03000 LUMP | 9600.00000 9600.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0156 202-03000 LUMP | 12850.00000 12850.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0157 202-03000 LUMP | 10450.00000 10450.00| 7500.00000 7500.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0158 202-05543 13283.000 SFT | 1.26000 16736.58| 3.50000 46490.50| 1.75000 23245.25
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
SECTION TOTALS | $ 5,174,507.22| $ 5,793,811.88| $ 6,197,392.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,174,507.22| $ 5,793,811.88| $ 6,197,392.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -1
VENDOR RANKING
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/23/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999162ER
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1385672 FORCE CONSTRUCTION CO INC $ 2,291,109.21 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,366,000.00 103.2688%
3 35-1875662 CRIDER & CRIDER INC $ 2,397,212.22 104.6311%
4 35-1128289 BEATY CONSTRUCTION INC $ 2,426,952.00 105.9291%
5 90-0177865 HIS CONSTRUCTORS LLC $ 2,598,000.00 113.3949%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,247,781.10 141.7558%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -2
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 5500.00000 5500.00| 19014.67000 19014.67
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 347.68000 695.36| 150.00000 300.00| 157.48000 314.96
RADIO | | |
0003 105-08520 1.000 EACH | 221.25000 221.25| 150.00000 150.00| 163.32000 163.32
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 189.64000 2275.68| 150.00000 1800.00| 116.65000 1399.80
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 24.000 MOS | 158.04000 3792.96| 150.00000 3600.00| 87.49000 2099.76
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0010 110-01001 LUMP | 114556.00000 114556.00| 110000.00000 110000.00| 107165.08000 107165.08
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 20866.32000 20866.32
CLEARING RIGHT OF WAY | | |
0012 202-01000 LUMP | 30991.13000 30991.13| 25000.00000 25000.00| 19581.50000 19581.50
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0013 202-02240 720.000 SYS | 27.54000 19828.80| 15.00000 10800.00| 16.64000 11980.80
PAVEMENT REMOVAL | | |
0016 203-51223 107.000 CYS | 27.59000 2952.13| 15.00000 1605.00| 28.42000 3040.94
EXCAVATION, WATERWAY | | |
0017 205-03371 20.000 CYS | 73.79000 1475.80| 15.00000 300.00| 12.33000 246.60
SEDIMENT, REMOVE | | |
0018 205-06932 40.000 LFT | 17.65000 706.00| 17.65000 706.00| 7.24000 289.60
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06933 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 458.31000 916.62
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06937 1335.000 LFT | 1.78000 2376.30| 1.78000 2376.30| 3.01000 4018.35
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -3
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-09235 200.000 DAY | 29.82000 5964.00| 150.00000 30000.00| 46.75000 9350.00
TEMPORARY FILTER BAG | | |
0022 207-08263 6380.000 SYS | 5.93000 37833.40| 11.00000 70180.00| 11.65000 74327.00
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08265 1320.000 SYS | 18.42000 24314.40| 6.00000 7920.00| 5.98000 7893.60
SUBGRADE TREATMENT, TYPE IIA | | |
0024 211-02050 350.000 CYS | 61.72000 21602.00| 26.00000 9100.00| 87.45000 30607.50
B BORROW | | |
0025 211-09264 234.000 CYS | 76.38000 17872.92| 23.00000 5382.00| 33.25000 7780.50
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09268 470.000 CYS | 87.20000 40984.00| 110.00000 51700.00| 103.10000 48457.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 213-09270 50.000 CYS | 84.14000 4207.00| 110.00000 5500.00| 84.18000 4209.00
FLOWABLE BACKFILL, REMOVEABLE | | |
0028 214-07202 1320.000 SYS | 3.35000 4422.00| 2.00000 2640.00| 2.32000 3062.40
GEOGRID, I | | |
0029 302-07455 315.000 CYS | 34.64000 10911.60| 24.00000 7560.00| 41.78000 13160.70
DENSE GRADED SUBBASE | | |
0030 303-01180 260.000 TON | 27.28000 7092.80| 12.52000 3255.20| 21.41000 5566.60
COMPACTED AGGREGATE, NO. 53 | | |
0031 303-02051 350.000 TON | 21.49000 7521.50| 14.00000 4900.00| 15.78000 5523.00
STONE, NO 2 | | |
0032 303-07449 197.000 TON | 29.15000 5742.55| 20.00000 3940.00| 21.09000 4154.73
COMPACTED AGGREGATE, NO. 73 | | |
0033 304-07494 1125.000 TON | 65.00000 73125.00| 80.00000 90000.00| 102.32000 115110.00
WIDENING WITH HMA, TYPE C | | |
0034 306-08034 1067.000 SYS | 6.55000 6988.85| 7.00000 7469.00| 9.95000 10616.65
MILLING, ASPHALT, 1 1/2 IN. | | |
0035 402-07434 373.000 TON | 95.00000 35435.00| 80.00000 29840.00| 110.94000 41380.62
HMA SURFACE, TYPE C | | |
0036 402-07439 628.000 TON | 64.00000 40192.00| 60.00000 37680.00| 82.65000 51904.20
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 2702.000 TON | 59.50000 160769.00| 56.00000 151312.00| 69.64000 188167.28
HMA BASE, TYPE C | | |
0038 402-07784 90.000 TON | 135.00000 12150.00| 140.00000 12600.00| 304.47000 27402.30
HMA SURFACE, TYPE D | | |
0039 406-05520 5.000 TON | 550.00000 2750.00| 0.10000 0.50| 559.94000 2799.70
ASPHALT FOR TACK COAT | | |
0040 501-06727 LUMP | 500.00000 500.00| 500.00000 500.00| 2232.18000 2232.18
CORING, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -4
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 502-06331 1200.000 SYS | 73.00000 87600.00| 73.00000 87600.00| 74.75000 89700.00
PCCP, 14 IN. | | |
0042 503-03489 96.000 EACH | 16.00000 1536.00| 16.00000 1536.00| 33.53000 3218.88
RETROFITTED TIE BARS | | |
0043 503-05240 720.000 LFT | 15.00000 10800.00| 15.00000 10800.00| 14.16000 10195.20
D-1 CONTRACTION JOINT | | |
0044 601-06854 2.000 EACH | 3125.00000 6250.00| 3125.00000 6250.00| 3645.45000 7290.90
GUARDRAIL, W-BEAM, NESTED | | |
0045 601-06855 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 933.24000 1866.48
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0046 601-06856 8.000 EACH | 250.00000 2000.00| 250.00000 2000.00| 291.64000 2333.12
MODIFIED POSTS, NESTED GUARDRAIL | | |
0047 601-94689 2.000 EACH | 2575.00000 5150.00| 2575.00000 5150.00| 3003.85000 6007.70
GUARDRAIL END TREATMENT, OS | | |
0048 601-99105 675.000 LFT | 18.50000 12487.50| 18.50000 12487.50| 21.58000 14566.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0049 603-06040 535.000 LFT | 10.25000 5483.75| 10.25000 5483.75| 11.96000 6398.60
FENCE, FARM FIELD, 47 IN. | | |
0050 606-07484 2234.000 LFT | 1.60000 3574.40| 1.71000 3820.14| 3.26000 7282.84
MILLED HMA SHOULDER CORRUGATIONS | | |
0051 606-07485 540.000 LFT | 1.60000 864.00| 3.72000 2008.80| 3.31000 1787.40
MILLED PCCP SHOULDER CORRUGATIONS | | |
0052 616-02320 972.000 SYS | 2.80000 2721.60| 3.00000 2916.00| 1.81000 1759.32
GEOTEXTILES | | |
0053 616-05688 1125.000 TON | 31.41000 35336.25| 30.00000 33750.00| 34.45000 38756.25
RIPRAP, CLASS 1 | | |
0054 621-01004 4.000 EACH | 775.00000 3100.00| 775.00000 3100.00| 904.07000 3616.28
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-02770 173.000 SYS | 4.35000 752.55| 4.35000 752.55| 5.07000 877.11
EROSION CONTROL BLANKET | | |
0056 621-06545 1.000 TON | 1000.00000 1000.00| 1000.00000 1000.00| 1166.54000 1166.54
FERTILIZER | | |
0057 621-06553 340.000 LBS | 2.80000 952.00| 2.80000 952.00| 3.27000 1111.80
SEED MIXTURE, R | | |
0058 621-06557 150.000 LBS | 5.95000 892.50| 5.95000 892.50| 6.94000 1041.00
SEED MIXTURE, T | | |
0059 621-06565 2.000 TON | 700.00000 1400.00| 700.00000 1400.00| 816.58000 1633.16
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -5
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06567 4.000 kGAL | 1.00000 4.00| 1.00000 4.00| 1.17000 4.68
WATER | | |
0061 621-06575 820.000 SYS | 5.44000 4460.80| 5.44000 4460.80| 6.35000 5207.00
SODDING, NURSERY | | |
0062 622-98200 10.000 EACH | 35.00000 350.00| 40.00000 400.00| 46.66000 466.60
SIGN, DO NOT DISTURB | | |
0063 628-09402 12.000 MOS | 1544.04000 18528.48| 2500.00000 30000.00| 1901.56000 22818.72
FIELD OFFICE, B | | |
0064 628-09407 12.000 MOS | 568.93000 6827.16| 350.00000 4200.00| 233.31000 2799.72
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL ,1 EACH | | |
0065 701-98647 3450.000 LFT | 39.83000 137413.50| 55.00000 189750.00| 68.34000 235773.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
203 IN., 14 IN. | | |
0067 714-44240 8.000 CYS | 750.00000 6000.00| 500.00000 4000.00| 565.34000 4522.72
CONCRETE, A, STRUCTURES | | |
0068 715-05048 184.000 LFT | 13.59000 2500.56| 10.00000 1840.00| 2.75000 506.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0069 715-05053 500.000 LFT | 21.58000 10790.00| 15.00000 7500.00| 5.87000 2935.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0070 715-46000 1.000 EACH | 568.53000 568.53| 600.00000 600.00| 204.56000 204.56
PIPE END SECTION, 12 IN. | | |
0071 718-06528 8.000 EACH | 750.00000 6000.00| 800.00000 6400.00| 557.90000 4463.20
OUTLET PROTECTOR, 1 | | |
0072 718-08308 50.000 LFT | 50.00000 2500.00| 20.00000 1000.00| 16.12000 806.00
UNDERDRAIN, PATCHING | | |
0073 718-99153 39.000 SYS | 6.46000 251.94| 5.00000 195.00| 3.20000 124.80
GEOTEXTILES FOR UNDERDRAIN | | |
0074 723-06660 64.000 SYS | 934.49000 59807.36| 750.00000 48000.00| 778.19000 49804.16
WINGWALL | | |
0075 723-08060 184.000 LFT | 4502.42000 828445.28| 4200.00000 772800.00| 3261.33000 600084.72
STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | |
X 96 IN. | | |
0076 801-03290 4.000 EACH | 399.00000 1596.00| 200.00000 800.00| 233.31000 933.24
CONSTRUCTION SIGN, C | | |
0077 801-04308 2.000 EACH | 325.00000 650.00| 625.00000 1250.00| 729.09000 1458.18
ROAD CLOSURE SIGN ASSEMBLY | | |
0078 801-06207 45475.000 LFT | 0.92000 41837.00| 0.90000 40927.50| 1.05000 47748.75
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -6
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 801-06208 5666.000 LFT | 1.25000 7082.50| 1.13000 6402.58| 1.32000 7479.12
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0080 801-06640 52.000 EACH | 186.00000 9672.00| 180.00000 9360.00| 209.98000 10918.96
CONSTRUCTION SIGN, A | | |
0081 801-06649 110.000 EACH | 8.00000 880.00| 6.00000 660.00| 7.00000 770.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0082 801-06710 130.000 DAY | 16.00000 2080.00| 16.25000 2112.50| 15.17000 1972.10
FLASHING ARROW SIGN | | |
0083 801-06775 LUMP | 61049.57000 61049.57| 37852.52000 37852.52| 45761.21000 45761.21
MAINTAINING TRAFFIC | | |
0084 801-07024 1.000 EACH | 7700.00000 7700.00| 7700.00000 7700.00| 8982.39000 8982.39
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0085 801-07119 80.000 LFT | 16.00000 1280.00| 13.00000 1040.00| 15.17000 1213.60
BARRICADE, III-B | | |
0086 801-08507 1340.000 LFT | 43.10000 57754.00| 37.65000 50451.00| 111.45000 149343.00
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0087 801-09133 2.000 EACH | 7500.00000 15000.00| 6000.00000 12000.00| 6999.27000 13998.54
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0088 801-97643 1728.000 LFT | 8.10000 13996.80| 4.95000 8553.60| 7.63000 13184.64
TEMPORARY BUZZ STRIPS | | |
0089 804-06740 64.000 EACH | 29.00000 1856.00| 29.00000 1856.00| 33.83000 2165.12
DELINEATOR WITH POST, D2 | | |
0090 808-06713 510.000 LFT | 2.48000 1264.80| 0.53000 270.30| 0.62000 316.20
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0091 808-06714 1670.000 LFT | 2.10000 3507.00| 0.53000 885.10| 0.62000 1035.40
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0092 808-06716 1755.000 LFT | 1.00000 1755.00| 0.85000 1491.75| 0.99000 1737.45
LINE, REMOVE | | |
0093 808-75001 725.000 LFT | 2.45000 1776.25| 0.63000 456.75| 0.73000 529.25
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0094 808-75994 36.000 EACH | 12.00000 432.00| 11.96000 430.56| 9.10000 327.60
PRISMATIC REFLECTOR | | |
0095 808-75996 8.000 EACH | 130.40000 1043.20| 25.10000 200.80| 152.12000 1216.96
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0096 808-75998 8.000 EACH | 140.00000 1120.00| 160.00000 1280.00| 163.32000 1306.56
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -7
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1151771 |( 3 ) 35-1875662
|FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 610-03393 1.000 EACH | 25000.00000 25000.00| 185000.00000 185000.00| 58776.81000 58776.81
TEMPORARY CROSSOVER, B MODIFIED | | |
0098 801-07606 730.000 LFT | 59.35000 43325.50| 50.00000 36500.00| 68.63000 50099.90
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
SECTION TOTALS | $ 2,291,109.21| $ 2,366,000.00| $ 2,397,212.22
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,291,109.21| $ 2,366,000.00| $ 2,397,212.22
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -8
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 9750.00000 9750.00| 10300.00000 10300.00| 13000.00000 13000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 195.00000 390.00| 425.00000 850.00| 350.00000 700.00
RADIO | | |
0003 105-08520 1.000 EACH | 325.00000 325.00| 140.00000 140.00| 350.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 130.00000 1560.00| 92.00000 1104.00| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 24.000 MOS | 108.00000 2592.00| 115.00000 2760.00| 75.00000 1800.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0010 110-01001 LUMP | 119500.00000 119500.00| 116959.47000 116959.47| 162389.05000 162389.05
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 23000.00000 23000.00| 10800.00000 10800.00| 32477.80000 32477.80
CLEARING RIGHT OF WAY | | |
0012 202-01000 LUMP | 319878.40000 319878.40| 4500.00000 4500.00| 5000.00000 5000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0013 202-02240 720.000 SYS | 18.00000 12960.00| 36.50000 26280.00| 15.00000 10800.00
PAVEMENT REMOVAL | | |
0016 203-51223 107.000 CYS | 8.00000 856.00| 25.00000 2675.00| 50.00000 5350.00
EXCAVATION, WATERWAY | | |
0017 205-03371 20.000 CYS | 40.00000 800.00| 120.00000 2400.00| 30.00000 600.00
SEDIMENT, REMOVE | | |
0018 205-06932 40.000 LFT | 18.00000 720.00| 19.00000 760.00| 17.65000 706.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06933 2.000 EACH | 130.00000 260.00| 130.00000 260.00| 125.00000 250.00
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06937 1335.000 LFT | 2.00000 2670.00| 2.00000 2670.00| 1.78000 2376.30
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -9
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-09235 200.000 DAY | 140.00000 28000.00| 13.00000 2600.00| 550.00000 110000.00
TEMPORARY FILTER BAG | | |
0022 207-08263 6380.000 SYS | 10.00000 63800.00| 11.00000 70180.00| 15.00000 95700.00
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08265 1320.000 SYS | 8.00000 10560.00| 6.00000 7920.00| 15.00000 19800.00
SUBGRADE TREATMENT, TYPE IIA | | |
0024 211-02050 350.000 CYS | 35.00000 12250.00| 70.00000 24500.00| 40.00000 14000.00
B BORROW | | |
0025 211-09264 234.000 CYS | 115.00000 26910.00| 25.00000 5850.00| 60.00000 14040.00
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09268 470.000 CYS | 125.00000 58750.00| 92.00000 43240.00| 150.00000 70500.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 213-09270 50.000 CYS | 115.00000 5750.00| 90.00000 4500.00| 200.00000 10000.00
FLOWABLE BACKFILL, REMOVEABLE | | |
0028 214-07202 1320.000 SYS | 3.50000 4620.00| 3.60000 4752.00| 4.00000 5280.00
GEOGRID, I | | |
0029 302-07455 315.000 CYS | 40.00000 12600.00| 35.00000 11025.00| 65.00000 20475.00
DENSE GRADED SUBBASE | | |
0030 303-01180 260.000 TON | 25.00000 6500.00| 27.00000 7020.00| 30.00000 7800.00
COMPACTED AGGREGATE, NO. 53 | | |
0031 303-02051 350.000 TON | 30.00000 10500.00| 30.00000 10500.00| 30.00000 10500.00
STONE, NO 2 | | |
0032 303-07449 197.000 TON | 26.00000 5122.00| 26.00000 5122.00| 30.00000 5910.00
COMPACTED AGGREGATE, NO. 73 | | |
0033 304-07494 1125.000 TON | 80.00000 90000.00| 91.00000 102375.00| 100.00000 112500.00
WIDENING WITH HMA, TYPE C | | |
0034 306-08034 1067.000 SYS | 10.00000 10670.00| 4.00000 4268.00| 10.00000 10670.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0035 402-07434 373.000 TON | 100.00000 37300.00| 100.00000 37300.00| 95.10000 35472.30
HMA SURFACE, TYPE C | | |
0036 402-07439 628.000 TON | 75.00000 47100.00| 74.00000 46472.00| 70.85000 44493.80
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 2702.000 TON | 62.00000 167524.00| 63.00000 170226.00| 59.70000 161309.40
HMA BASE, TYPE C | | |
0038 402-07784 90.000 TON | 270.00000 24300.00| 275.00000 24750.00| 261.00000 23490.00
HMA SURFACE, TYPE D | | |
0039 406-05520 5.000 TON | 500.00000 2500.00| 500.00000 2500.00| 480.00000 2400.00
ASPHALT FOR TACK COAT | | |
0040 501-06727 LUMP | 900.00000 900.00| 530.00000 530.00| 1000.00000 1000.00
CORING, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -10
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 502-06331 1200.000 SYS | 72.00000 86400.00| 77.00000 92400.00| 100.00000 120000.00
PCCP, 14 IN. | | |
0042 503-03489 96.000 EACH | 24.00000 2304.00| 17.00000 1632.00| 30.00000 2880.00
RETROFITTED TIE BARS | | |
0043 503-05240 720.000 LFT | 17.00000 12240.00| 16.00000 11520.00| 20.00000 14400.00
D-1 CONTRACTION JOINT | | |
0044 601-06854 2.000 EACH | 3200.00000 6400.00| 3300.00000 6600.00| 3125.00000 6250.00
GUARDRAIL, W-BEAM, NESTED | | |
0045 601-06855 2.000 EACH | 850.00000 1700.00| 845.00000 1690.00| 800.00000 1600.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0046 601-06856 8.000 EACH | 270.00000 2160.00| 264.00000 2112.00| 250.00000 2000.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0047 601-94689 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00| 2575.00000 5150.00
GUARDRAIL END TREATMENT, OS | | |
0048 601-99105 675.000 LFT | 20.00000 13500.00| 20.00000 13500.00| 18.50000 12487.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0049 603-06040 535.000 LFT | 11.00000 5885.00| 11.00000 5885.00| 10.25000 5483.75
FENCE, FARM FIELD, 47 IN. | | |
0050 606-07484 2234.000 LFT | 1.40000 3127.60| 1.50000 3351.00| 2.00000 4468.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0051 606-07485 540.000 LFT | 1.40000 756.00| 1.50000 810.00| 2.00000 1080.00
MILLED PCCP SHOULDER CORRUGATIONS | | |
0052 616-02320 972.000 SYS | 2.25000 2187.00| 2.50000 2430.00| 3.00000 2916.00
GEOTEXTILES | | |
0053 616-05688 1125.000 TON | 30.00000 33750.00| 33.00000 37125.00| 30.00000 33750.00
RIPRAP, CLASS 1 | | |
0054 621-01004 4.000 EACH | 800.00000 3200.00| 820.00000 3280.00| 775.00000 3100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-02770 173.000 SYS | 4.50000 778.50| 5.00000 865.00| 4.35000 752.55
EROSION CONTROL BLANKET | | |
0056 621-06545 1.000 TON | 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00
FERTILIZER | | |
0057 621-06553 340.000 LBS | 3.00000 1020.00| 3.00000 1020.00| 2.80000 952.00
SEED MIXTURE, R | | |
0058 621-06557 150.000 LBS | 6.50000 975.00| 6.25000 937.50| 5.95000 892.50
SEED MIXTURE, T | | |
0059 621-06565 2.000 TON | 760.00000 1520.00| 730.00000 1460.00| 700.00000 1400.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -11
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06567 4.000 kGAL | 1.00000 4.00| 1.05000 4.20| 1.00000 4.00
WATER | | |
0061 621-06575 820.000 SYS | 5.75000 4715.00| 5.50000 4510.00| 5.44000 4460.80
SODDING, NURSERY | | |
0062 622-98200 10.000 EACH | 43.00000 430.00| 42.00000 420.00| 40.00000 400.00
SIGN, DO NOT DISTURB | | |
0063 628-09402 12.000 MOS | 1900.00000 22800.00| 3400.00000 40800.00| 2500.00000 30000.00
FIELD OFFICE, B | | |
0064 628-09407 12.000 MOS | 135.00000 1620.00| 600.00000 7200.00| 350.00000 4200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL ,1 EACH | | |
0065 701-98647 3450.000 LFT | 42.00000 144900.00| 50.00000 172500.00| 75.00000 258750.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
203 IN., 14 IN. | | |
0067 714-44240 8.000 CYS | 1000.00000 8000.00| 370.00000 2960.00| 1500.00000 12000.00
CONCRETE, A, STRUCTURES | | |
0068 715-05048 184.000 LFT | 5.50000 1012.00| 9.00000 1656.00| 15.00000 2760.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0069 715-05053 500.000 LFT | 17.00000 8500.00| 26.00000 13000.00| 15.00000 7500.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0070 715-46000 1.000 EACH | 370.00000 370.00| 620.00000 620.00| 600.00000 600.00
PIPE END SECTION, 12 IN. | | |
0071 718-06528 8.000 EACH | 700.00000 5600.00| 760.00000 6080.00| 800.00000 6400.00
OUTLET PROTECTOR, 1 | | |
0072 718-08308 50.000 LFT | 18.00000 900.00| 5.25000 262.50| 30.00000 1500.00
UNDERDRAIN, PATCHING | | |
0073 718-99153 39.000 SYS | 4.00000 156.00| 2.10000 81.90| 5.00000 195.00
GEOTEXTILES FOR UNDERDRAIN | | |
0074 723-06660 64.000 SYS | 445.00000 28480.00| 950.00000 60800.00| 1500.00000 96000.00
WINGWALL | | |
0075 723-08060 184.000 LFT | 2830.00000 520720.00| 4840.00000 890560.00| 6000.00000 1104000.00
STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | |
X 96 IN. | | |
0076 801-03290 4.000 EACH | 420.00000 1680.00| 210.00000 840.00| 399.00000 1596.00
CONSTRUCTION SIGN, C | | |
0077 801-04308 2.000 EACH | 350.00000 700.00| 660.00000 1320.00| 325.00000 650.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0078 801-06207 45475.000 LFT | 1.10000 50022.50| 1.00000 45475.00| 0.92000 41837.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -12
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 801-06208 5666.000 LFT | 1.50000 8499.00| 1.20000 6799.20| 1.25000 7082.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0080 801-06640 52.000 EACH | 200.00000 10400.00| 190.00000 9880.00| 186.00000 9672.00
CONSTRUCTION SIGN, A | | |
0081 801-06649 110.000 EACH | 8.50000 935.00| 6.30000 693.00| 8.00000 880.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0082 801-06710 130.000 DAY | 17.00000 2210.00| 14.00000 1820.00| 16.00000 2080.00
FLASHING ARROW SIGN | | |
0083 801-06775 LUMP | 126100.00000 126100.00| 33000.00000 33000.00| 208000.00000 208000.00
MAINTAINING TRAFFIC | | |
0084 801-07024 1.000 EACH | 8000.00000 8000.00| 8130.00000 8130.00| 7500.00000 7500.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0085 801-07119 80.000 LFT | 17.00000 1360.00| 14.00000 1120.00| 16.00000 1280.00
BARRICADE, III-B | | |
0086 801-08507 1340.000 LFT | 27.50000 36850.00| 51.00000 68340.00| 50.00000 67000.00
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0087 801-09133 2.000 EACH | 7550.00000 15100.00| 6340.00000 12680.00| 7500.00000 15000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0088 801-97643 1728.000 LFT | 8.50000 14688.00| 6.25000 10800.00| 8.10000 13996.80
TEMPORARY BUZZ STRIPS | | |
0089 804-06740 64.000 EACH | 31.50000 2016.00| 30.00000 1920.00| 29.00000 1856.00
DELINEATOR WITH POST, D2 | | |
0090 808-06713 510.000 LFT | 2.70000 1377.00| 0.60000 306.00| 2.48000 1264.80
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0091 808-06714 1670.000 LFT | 2.25000 3757.50| 0.60000 1002.00| 2.10000 3507.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0092 808-06716 1755.000 LFT | 1.00000 1755.00| 1.00000 1755.00| 1.00000 1755.00
LINE, REMOVE | | |
0093 808-75001 725.000 LFT | 2.50000 1812.50| 0.70000 507.50| 2.45000 1776.25
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0094 808-75994 36.000 EACH | 13.00000 468.00| 16.00000 576.00| 25.00000 900.00
PRISMATIC REFLECTOR | | |
0095 808-75996 8.000 EACH | 140.00000 1120.00| 26.00000 208.00| 25.25000 202.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0096 808-75998 8.000 EACH | 150.00000 1200.00| 169.00000 1352.00| 140.00000 1120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 520 -13
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 520 CONTRACT ID : B -31488-A COUNTIES : PUTNAM
LETTING DATE : 12/10/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 610-03393 1.000 EACH | 55000.00000 55000.00| 194792.83000 194792.83| 50000.00000 50000.00
TEMPORARY CROSSOVER, B MODIFIED | | |
0098 801-07606 730.000 LFT | 39.00000 28470.00| 43.93000 32068.90| 65.00000 47450.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
SECTION TOTALS | $ 2,426,952.00| $ 2,598,000.00| $ 3,247,781.10
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,426,952.00| $ 2,598,000.00| $ 3,247,781.10
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 560 -1
VENDOR RANKING
CALL ORDER : 560 CONTRACT ID : TM-29942-A COUNTIES : ADAMS ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 06/27/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710585
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1416052 LIGHTS & SIGNALS INC $ 293,000.23 100.0000%
2 06-1675328 MARTELL ELECTRIC LLC $ 304,999.99 104.0955%
3 35-1657131 MICHIANA CONTRACTING INC $ 307,757.77 105.0367%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 560 -2
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 560 CONTRACT ID : TM-29942-A COUNTIES : ADAMS ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|LIGHTS & SIGNALS INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 1500.00000 1500.00| 500.00000 500.00| 125.00000 125.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 250.00000 250.00| 50.00000 50.00| 30.00000 30.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 250.00000 1000.00| 75.00000 300.00| 30.00000 120.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 13000.00000 13000.00| 12500.00000 12500.00| 29000.00000 29000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-01300 6.000 EACH | 1500.00000 9000.00| 1100.00000 6600.00| 765.00000 4590.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 621-01004 1.000 EACH | 100.00000 100.00| 250.00000 250.00| 115.00000 115.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0012 621-06560 6.000 SYS | 50.00000 300.00| 25.00000 150.00| 23.00000 138.00
MULCHED SEEDING, U | | |
0013 628-09402 4.000 MOS | 1000.00000 4000.00| 1500.00000 6000.00| 1600.00000 6400.00
FIELD OFFICE, B | | |
0014 801-03290 17.000 EACH | 44.00000 748.00| 44.00000 748.00| 51.00000 867.00
CONSTRUCTION SIGN, C | | |
0015 801-06640 59.000 EACH | 38.50000 2271.50| 38.00000 2242.00| 45.00000 2655.00
CONSTRUCTION SIGN, A | | |
0016 801-06775 LUMP | 8000.00000 8000.00| 4500.00000 4500.00| 6100.00000 6100.00
MAINTAINING TRAFFIC | | |
0017 805-01842 12.000 EACH | 650.00000 7800.00| 750.00000 9000.00| 900.00000 10800.00
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 560 -3
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 560 CONTRACT ID : TM-29942-A COUNTIES : ADAMS ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|LIGHTS & SIGNALS INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-01844 4124.000 LFT | 10.00000 41240.00| 13.25000 54643.00| 12.30000 50725.20
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0019 805-02087 LUMP | 2000.00000 2000.00| 678.24000 678.24| 535.00000 535.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0020 805-02437 1.000 EACH | 11075.00000 11075.00| 11000.00000 11000.00| 11900.00000 11900.00
CONTROLLER, RELOCATE AND REWIRE , WITH | | |
A NEW "R" CABINET | | |
0022 805-78100 1.000 EACH | 12650.00000 12650.00| 12000.00000 12000.00| 14000.00000 14000.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0023 805-78109 1.000 EACH | 13350.00000 13350.00| 12800.00000 12800.00| 14800.00000 14800.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE , ECONOLITE | | |
0024 805-78470 17889.000 LFT | 0.22000 3935.58| 0.20000 3577.80| 0.10000 1788.90
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0025 805-78510 18440.000 LFT | 0.95000 17518.00| 1.60000 29504.00| 0.63000 11617.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0026 805-78785 58.000 EACH | 600.00000 34800.00| 585.00000 33930.00| 575.00000 33350.00
SIGNAL DETECTOR HOUSING | | |
0027 805-78795 5646.000 LFT | 8.00000 45168.00| 7.30000 41215.80| 6.80000 38392.80
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0028 805-78925 2.000 EACH | 500.00000 1000.00| 650.00000 1300.00| 840.00000 1680.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0029 805-90734 1.000 EACH | 5675.00000 5675.00| 6300.00000 6300.00| 6900.00000 6900.00
TRAFFIC RESPONSIVE SYSTEM MASTER , | | |
ECONOLITE | | |
0030 805-92504 23.000 EACH | 375.00000 8625.00| 375.00000 8625.00| 405.00000 9315.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0032 808-05866 136.100 SYS | 1.00000 136.10| 1.00000 136.10| 1.15000 156.52
PAVEMENT MESSAGE MARKING, REMOVE | | |
0033 808-06368 940.000 LFT | 7.25000 6815.00| 5.80000 5452.00| 6.70000 6298.00
TRANSVERSE MARKING, REMOVE | | |
0034 808-06716 2585.000 LFT | 0.01000 25.85| 0.01000 25.85| 0.01000 25.85
LINE, REMOVE | | |
0035 808-07591 722.000 LFT | 6.15000 4440.30| 6.15000 4440.30| 7.15000 5162.30
LINE, EPOXY, SOLID, WHITE, 24 IN. | | |
0036 808-74804 2005.000 LFT | 0.18000 360.90| 0.18000 360.90| 0.20000 401.00
LINE, EPOXY, SOLID, WHITE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/09
PAGE : 560 -4
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 560 CONTRACT ID : TM-29942-A COUNTIES : ADAMS ALLEN
LETTING DATE : 12/10/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|LIGHTS & SIGNALS INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-74807 20.000 EACH | 79.00000 1580.00| 79.00000 1580.00| 92.00000 1840.00
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0038 808-74808 12.000 EACH | 26.00000 312.00| 26.00000 312.00| 30.00000 360.00
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0039 808-75297 218.000 LFT | 7.00000 1526.00| 7.00000 1526.00| 8.00000 1744.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0040 808-75300 580.000 LFT | 3.20000 1856.00| 3.20000 1856.00| 3.70000 2146.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0041 808-75320 21.000 EACH | 77.00000 1617.00| 77.00000 1617.00| 90.00000 1890.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0042 808-75325 20.000 EACH | 26.00000 520.00| 26.00000 520.00| 30.00000 600.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0043 805-09539 36.000 EACH | 425.00000 15300.00| 430.00000 15480.00| 470.00000 16920.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0044 805-09540 9.000 EACH | 1500.00000 13500.00| 1475.00000 13275.00| 1585.00000 14265.00
LOOP DETECTOR RACK | | |
SECTION TOTALS | $ 293,000.23| $ 304,999.99| $ 307,757.77
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 293,000.23| $ 304,999.99| $ 307,757.77
====================================================================================================================================