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