INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -1
VENDOR RANKING
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13
LOCATION : ON PR 69 , FROM 1.97 MILES NORTH OF SR 68 TO 0.60 MILE NORTH PROJECT(S) : 0800285
OF SR 168 0800325
NEW ROAD AND BRIDGE CONSTRUCTION 0800326
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057095 BLANKENBERGER BROTHERS INC $ 22,290,316.03 100.0000%
2 35-1139301 E & B PAVING INC $ 22,746,127.33 102.0449%
3 35-1875662 CRIDER & CRIDER INC $ 23,678,488.61 106.2277%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 23,763,266.76 106.6080%
5 35-1698047 GRADEX INC $ 24,140,057.45 108.2984%
6 36-2231526 WALSH CONSTRUCTION COMPANY $ 24,522,511.72 110.0142%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -2
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW ROAD CONSTRUCTION PCCP
| | |
0018 203-02000 369705.000 CYS | 3.05000 1127600.25| 3.05000 1127600.25| 3.95000 1460334.75
EXCAVATION, COMMON | | |
0019 203-02070 394197.000 CYS | 4.95000 1951275.15| 4.95000 1951275.15| 4.20000 1655627.40
BORROW | | |
0020 301-07448 10097.000 TON | 19.65000 198406.05| 23.85000 240813.45| 20.00000 201940.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-06464 36993.000 CYS | 37.15000 1374289.95| 39.43000 1458633.99| 41.00000 1516713.00
SUBBASE FOR PCCP | | |
0022 303-01180 26842.000 TON | 18.90000 507313.80| 23.30000 625418.60| 21.00000 563682.00
COMPACTED AGGREGATE, NO. 53 | | |
0023 401-07320 4052.000 TON | 61.10000 247577.20| 60.85000 246564.20| 61.00000 247172.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0024 401-07321 718.000 TON | 62.10000 44587.80| 61.85000 44408.30| 62.00000 44516.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 401-07389 9615.000 TON | 52.20000 501903.00| 52.00000 499980.00| 52.00000 499980.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0026 401-07390 1679.000 TON | 51.25000 86048.75| 51.00000 85629.00| 51.00000 85629.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0027 401-07406 10529.000 TON | 49.00000 515921.00| 48.75000 513288.75| 49.00000 515921.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0028 401-07407 2423.000 TON | 49.75000 120544.25| 49.50000 119938.50| 50.00000 121150.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0029 406-05520 38.000 TON | 400.00000 15200.00| 400.00000 15200.00| 400.00000 15200.00
ASPHALT FOR TACK COAT | | |
0030 501-06266 LUMP | 10100.00000 10100.00| 10097.72000 10097.72| 10000.00000 10000.00
PROFILOGRAPH, PCCP | | |
0031 501-06322 111292.000 SYS | 27.26000 3033819.92| 25.49000 2836833.08| 25.00000 2782300.00
QC/QA-PCCP, 11 IN | | |
0032 501-06727 LUMP | 7650.00000 7650.00| 7622.48000 7622.48| 8000.00000 8000.00
CORING, PCCP | | |
0033 501-09107 17778.000 SYS | 22.48000 399649.44| 22.38000 397871.64| 22.00000 391116.00
QC/QA-PCCP, 9 IN | | |
0034 503-05240 68270.000 LFT | 9.50000 648565.00| 9.49000 647882.30| 9.40000 641738.00
D-1 CONTRACTION JOINT | | |
0035 503-05310 180.000 LFT | 150.00000 27000.00| 225.00000 40500.00| 160.00000 28800.00
TERMINAL JOINT | | |
0036 606-07484 35520.000 LFT | 0.15000 5328.00| 0.15000 5328.00| 0.20000 7104.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0037 606-07485 33322.000 LFT | 0.15000 4998.30| 0.55000 18327.10| 0.45000 14994.90
MILLED PCCP SHOULDER CORRUGATIONS | | |
SECTION TOTALS | $ 10,827,777.86| $ 10,893,212.51| $ 10,811,918.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 COMMMON ITEMS COMMON ITEMS
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -3
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 105-06845 LUMP | 145000.00000 145000.00| 151068.01000 151068.01| 350000.00000 350000.00
CONSTRUCTION ENGINEERING | | |
0039 110-01001 LUMP | 990000.00000 990000.00| 1138717.91000 1138717.91| 1185000.00000 1185000.00
MOBILIZATION AND DEMOBILIZATION | | |
0040 201-52370 LUMP | 109000.00000 109000.00| 109000.00000 109000.00| 220000.00000 220000.00
CLEARING RIGHT OF WAY | | |
0041 202-03000 LUMP | 14700.00000 14700.00| 14700.00000 14700.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 23 | | |
0042 202-03000 LUMP | 13000.00000 13000.00| 13000.00000 13000.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 24 | | |
0043 202-74045 9.000 EACH | 60.00000 540.00| 60.00000 540.00| 50.00000 450.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0044 203-02000 5576.000 CYS | 2.87000 16003.12| 2.87000 16003.12| 7.00000 39032.00
EXCAVATION, COMMON | | |
0045 203-51223 8346.000 CYS | 2.90000 24203.40| 2.90000 24203.40| 5.00000 41730.00
EXCAVATION, WATERWAY | | |
0046 204-02290 38.000 EACH | 850.00000 32300.00| 850.00000 32300.00| 800.00000 30400.00
SETTLEMENT PLATE | | |
0047 204-08415 76.000 EACH | 17.00000 1292.00| 17.00000 1292.00| 40.00000 3040.00
STAKES, SETTLEMENT | | |
0048 205-03371 49655.000 CYS | 0.01000 496.55| 0.01000 496.55| 0.10000 4965.50
SEDIMENT, REMOVE | | |
0049 205-06930 88.000 TON | 35.00000 3080.00| 35.00000 3080.00| 40.00000 3520.00
SPLASHPAD, RIPRAP | | |
0050 205-06931 2136.000 TON | 32.00000 68352.00| 32.00000 68352.00| 34.00000 72624.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0051 205-06932 96.000 LFT | 14.70000 1411.20| 14.65000 1406.40| 6.00000 576.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0052 205-06933 28.000 EACH | 95.00000 2660.00| 95.00000 2660.00| 125.00000 3500.00
TEMPORARY DITCH INLET PROTECTION | | |
0053 205-06935 30.000 EACH | 2600.00000 78000.00| 2600.00000 78000.00| 2850.00000 85500.00
TEMPORARY SEDIMENT BASIN | | |
0054 205-06936 45.000 TON | 37.50000 1687.50| 37.50000 1687.50| 40.00000 1800.00
TEMPORARY SEDIMENT TRAP | | |
0055 205-06937 2131.000 LFT | 1.30000 2770.30| 1.30000 2770.30| 3.00000 6393.00
TEMPORARY SILT FENCE | | |
0056 205-06938 1702.000 LFT | 14.50000 24679.00| 14.50000 24679.00| 12.00000 20424.00
TEMPORARY SLOPE DRAIN | | |
0057 205-09543 100.000 TON | 32.00000 3200.00| 32.00000 3200.00| 22.00000 2200.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -4
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 206-51220 840.000 CYS | 11.50000 9660.00| 11.50000 9660.00| 13.00000 10920.00
EXCAVATION, WET , UNDISTRIBUTED | | |
0059 206-51230 45.000 CYS | 19.00000 855.00| 19.00000 855.00| 26.00000 1170.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0060 207-08263 178772.000 SYS | 3.40000 607824.80| 3.40000 607824.80| 4.45000 795535.40
SUBGRADE TREATMENT, TYPE IA | | |
0061 207-08265 8701.000 SYS | 2.75000 23927.75| 2.75000 23927.75| 4.00000 34804.00
SUBGRADE TREATMENT, TYPE IIA | | |
0062 207-08266 10247.000 SYS | 1.40000 14345.80| 1.40000 14345.80| 1.00000 10247.00
SUBGRADE TREATMENT, TYPE III | | |
0063 208-02046 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 3000.00000 12000.00
GRADING IN GORE AREA | | |
0064 211-02050 81649.000 CYS | 15.95000 1302301.55| 15.95000 1302301.55| 13.00000 1061437.00
B BORROW | | |
0065 211-06467 263.100 CYS | 42.59000 11205.43| 42.59000 11205.43| 60.00000 15786.00
AGGREGATE FOR END BENT BACKFILL | | |
0066 211-09264 2366.000 CYS | 21.85000 51697.10| 21.85000 51697.10| 22.00000 52052.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0067 211-09265 7348.000 CYS | 35.35000 259751.80| 35.35000 259751.80| 41.00000 301268.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0068 211-09265 840.000 CYS | 35.85000 30114.00| 35.85000 30114.00| 41.00000 34440.00
STRUCTURAL BACKFILL, TYPE 2 , | | |
UNDISTRIBUTED | | |
0069 211-09266 17950.000 CYS | 16.39000 294200.50| 16.39000 294200.50| 25.00000 448750.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0070 215-07043 5000.000 SYS | 4.00000 20000.00| 7.85000 39250.00| 4.50000 22500.00
CHEMICAL MODIFICATION, SOILS | | |
0071 302-07455 414.000 CYS | 49.00000 20286.00| 49.00000 20286.00| 60.00000 24840.00
DENSE GRADED SUBBASE | | |
0072 303-07449 1671.000 TON | 19.50000 32584.50| 35.75000 59738.25| 20.00000 33420.00
COMPACTED AGGREGATE, NO. 73 | | |
0073 306-08043 342.000 SYS | 10.30000 3522.60| 10.24000 3502.08| 12.00000 4104.00
MILLING, TRANSITION | | |
0074 601-01522 26.000 EACH | 2000.00000 52000.00| 2000.00000 52000.00| 2000.00000 52000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0075 601-01626 2.000 EACH | 1425.00000 2850.00| 1420.00000 2840.00| 1450.00000 2900.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0076 601-02103 112.500 LFT | 22.10000 2486.25| 22.00000 2475.00| 22.00000 2475.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | |
IN SPACING | | |
0077 601-05586 1.000 EACH | 2135.00000 2135.00| 2125.00000 2125.00| 2125.00000 2125.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -5
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 601-05999 10.000 EACH | 45.00000 450.00| 45.00000 450.00| 45.00000 450.00
CURVED TERMINAL END | | |
0079 601-06233 2.000 EACH | 8035.00000 16070.00| 8000.00000 16000.00| 10000.00000 20000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0080 601-06854 3.000 EACH | 2680.00000 8040.00| 2668.00000 8004.00| 2670.00000 8010.00
GUARDRAIL, W-BEAM, NESTED | | |
0081 601-06855 7.000 EACH | 870.00000 6090.00| 865.00000 6055.00| 865.00000 6055.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0082 601-94689 15.000 EACH | 2370.00000 35550.00| 2360.00000 35400.00| 2360.00000 35400.00
GUARDRAIL END TREATMENT, OS | | |
0083 601-94690 7.000 EACH | 4020.00000 28140.00| 4000.00000 28000.00| 4000.00000 28000.00
GUARDRAIL END TREATMENT, MS | | |
0084 601-99105 6418.400 LFT | 16.50000 105903.60| 16.45000 105582.68| 16.50000 105903.60
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0085 601-99108 2200.000 LFT | 23.65000 52030.00| 23.55000 51810.00| 23.50000 51700.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0086 602-06729 64.000 EACH | 13.00000 832.00| 13.00000 832.00| 7.50000 480.00
BARRIER DELINEATOR | | |
0087 603-06040 40387.000 LFT | 5.40000 218089.80| 5.35000 216070.45| 5.00000 201935.00
FENCE, FARM FIELD, 47 IN | | |
0088 608-05741 252121.000 LFT | 0.36000 90763.56| 0.36000 90763.56| 0.40000 100848.40
WICK DRAIN | | |
0089 609-06259 2524.900 SYS | 56.00000 141394.40| 56.00000 141394.40| 62.00000 156543.80
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0090 610-07486 154.000 TON | 100.00000 15400.00| 100.00000 15400.00| 100.00000 15400.00
HMA FOR APPROACHES, TYPE A | | |
0091 610-07487 15.000 TON | 150.00000 2250.00| 150.00000 2250.00| 150.00000 2250.00
HMA FOR APPROACHES, TYPE B | | |
0092 611-06497 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0093 615-06490 25.000 EACH | 129.00000 3225.00| 128.00000 3200.00| 150.00000 3750.00
RIGHT OF WAY MARKER | | |
0094 615-06505 6.000 EACH | 725.00000 4350.00| 720.00000 4320.00| 500.00000 3000.00
MONUMENT, B | | |
0095 615-06510 41.000 EACH | 535.00000 21935.00| 530.00000 21730.00| 400.00000 16400.00
MONUMENT, C | | |
0096 615-06515 16.000 EACH | 135.00000 2160.00| 135.00000 2160.00| 150.00000 2400.00
MONUMENT, D | | |
0097 615-06527 3.000 EACH | 565.00000 1695.00| 560.00000 1680.00| 450.00000 1350.00
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -6
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 616-02320 15740.000 SYS | 1.20000 18888.00| 1.20000 18888.00| 2.25000 35415.00
GEOTEXTILES | | |
0099 616-05688 3969.000 TON | 28.00000 111132.00| 28.00000 111132.00| 33.00000 130977.00
RIPRAP, CLASS 1 | | |
0100 616-05689 161.000 TON | 36.00000 5796.00| 36.00000 5796.00| 31.00000 4991.00
RIPRAP, CLASS 2 | | |
0101 616-06405 679.000 TON | 48.00000 32592.00| 48.00000 32592.00| 29.00000 19691.00
RIPRAP, REVETMENT | | |
0102 616-06451 4330.000 TON | 27.00000 116910.00| 27.00000 116910.00| 28.00000 121240.00
RIPRAP, UNIFORM | | |
0103 616-07210 4385.000 LFT | 4.75000 20828.75| 4.71000 20653.35| 4.75000 20828.75
FIBER ROLL | | |
0104 621-01004 12.000 EACH | 980.00000 11760.00| 975.00000 11700.00| 1000.00000 12000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0105 621-02770 14562.000 SYS | 0.90000 13105.80| 0.88000 12814.56| 0.90000 13105.80
EROSION CONTROL BLANKET | | |
0106 621-04258 32.000 LBS | 82.50000 2640.00| 82.00000 2624.00| 82.00000 2624.00
SEED MIXTURE , SWALE | | |
0107 621-04258 19.000 LBS | 27.10000 514.90| 27.00000 513.00| 27.00000 513.00
SEED MIXTURE , WILD RYE | | |
0108 621-06545 94.000 TON | 191.00000 17954.00| 190.00000 17860.00| 190.00000 17860.00
FERTILIZER | | |
0109 621-06553 22763.000 LBS | 3.80000 86499.40| 3.75000 85361.25| 3.75000 85361.25
SEED MIXTURE, R | | |
0110 621-06557 15060.000 LBS | 1.30000 19578.00| 1.30000 19578.00| 1.30000 19578.00
SEED MIXTURE, T | | |
0111 621-06565 469.000 TON | 370.00000 173530.00| 365.00000 171185.00| 365.00000 171185.00
MULCHING MATERIAL | | |
0112 621-06567 184.000 kGAL | 1.00000 184.00| 1.00000 184.00| 1.00000 184.00
WATER | | |
0113 621-06574 50780.000 SYS | 2.89000 146754.20| 2.63000 133551.40| 2.65000 134567.00
SODDING | | |
0114 621-06575 335.000 SYS | 2.89000 968.15| 2.63000 881.05| 2.65000 887.75
SODDING, NURSERY | | |
0115 622-52436 12.000 EACH | 41.00000 492.00| 41.00000 492.00| 40.00000 480.00
SIGN, DO NOT MOW OR SPRAY | | |
0116 622-91786 240.000 EACH | 28.00000 6720.00| 27.70000 6648.00| 28.00000 6720.00
SEEDLING , 3-GALLON CONTAINER GROWN | | |
0117 622-98200 6.000 EACH | 41.00000 246.00| 41.00000 246.00| 41.00000 246.00
SIGN, DO NOT DISTURB | | |
0118 628-09403 33.000 MOS | 1850.00000 61050.00| 2585.00000 85305.00| 1200.00000 39600.00
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -7
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 701-06011 15.000 EACH | 690.00000 10350.00| 690.00000 10350.00| 375.00000 5625.00
DYNAMIC PILE LOAD TEST | | |
0120 701-09557 835.000 LFT | 59.00000 49265.00| 59.00000 49265.00| 42.00000 35070.00
TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | |
X 74 | | |
0122 701-09557 26.000 LFT | 135.00000 3510.00| 135.00000 3510.00| 65.00000 1690.00
TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | |
X 84 | | |
0123 701-09559 15.000 EACH | 880.00000 13200.00| 880.00000 13200.00| 970.00000 14550.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0124 701-09683 110.000 EACH | 105.00000 11550.00| 105.00000 11550.00| 125.00000 13750.00
PILE SHOE, HP 12 X 74 | | |
0125 701-09891 9.000 EACH | 105.00000 945.00| 105.00000 945.00| 125.00000 1125.00
PILE SHOE, HP 12 X 84 | | |
0126 701-09892 128.000 LFT | 100.00000 12800.00| 100.00000 12800.00| 65.00000 8320.00
PILE, STEEL H, HP 12 X 84 | | |
0127 701-95780 5011.000 LFT | 50.00000 250550.00| 50.00000 250550.00| 42.00000 210462.00
PILE, STEEL H, HP 12 IN X 74 | | |
0128 702-51005 119.800 CYS | 500.00000 59900.00| 500.00000 59900.00| 525.00000 62895.00
CONCRETE, A, SUBSTRUCTURE | | |
0129 702-51015 6.800 CYS | 530.00000 3604.00| 530.00000 3604.00| 900.00000 6120.00
CONCRETE, B, FOOTINGS | | |
0130 702-51110 3864.000 LBS | 2.00000 7728.00| 2.00000 7728.00| 2.50000 9660.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0131 702-92857 450.200 CYS | 635.00000 285877.00| 635.00000 285877.00| 250.00000 112550.00
CONCRETE, C, SUBSTRUCTURE | | |
0132 703-06028 12717.000 LBS | 0.69000 8774.73| 0.69000 8774.73| 0.88000 11190.96
REINFORCING BARS | | |
0133 703-06029 614018.000 LBS | 0.76000 466653.68| 0.76000 466653.68| 0.90000 552616.20
REINFORCING BARS, EPOXY COATED | | |
0134 704-51002 1596.600 CYS | 375.00000 598725.00| 375.00000 598725.00| 480.00000 766368.00
CONCRETE, C, SUPERSTRUCTURE | | |
0135 706-05732 4.000 EACH | 1305.00000 5220.00| 1338.00000 5352.00| 1300.00000 5200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0136 706-05734 24.000 EACH | 1505.00000 36120.00| 1557.00000 37368.00| 1500.00000 36000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0137 706-51020 173.600 CYS | 196.00000 34025.60| 195.00000 33852.00| 195.00000 33852.00
CONCRETE, C, RAILING | | |
0138 707-09634 910.000 LFT | 248.00000 225680.00| 248.00000 225680.00| 305.00000 277550.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 48 IN. X 49 IN. | | |
0139 707-09865 1392.000 LFT | 213.00000 296496.00| 213.00000 296496.00| 260.00000 361920.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 36" X 49" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -8
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 707-09921 1170.000 LFT | 244.00000 285480.00| 244.00000 285480.00| 300.00000 351000.00
STRUCTURAL MEMBERS, CONCRETE, BULB-T | | |
BEAM, 54 IN. X 49 IN. | | |
0141 709-51821 LUMP | 2020.00000 2020.00| 2140.00000 2140.00| 2010.00000 2010.00
SURFACE SEAL , STR NO 6 | | |
0142 709-51821 LUMP | 1850.00000 1850.00| 1950.00000 1950.00| 2000.00000 2000.00
SURFACE SEAL , STR NO 7 | | |
0143 709-51821 LUMP | 1850.00000 1850.00| 1950.00000 1950.00| 2000.00000 2000.00
SURFACE SEAL , STR. NO. 8 | | |
0144 709-51821 LUMP | 3000.00000 3000.00| 3290.00000 3290.00| 3000.00000 3000.00
SURFACE SEAL , STRUCTURE N0 2 | | |
0145 709-51821 LUMP | 2750.00000 2750.00| 3060.00000 3060.00| 2800.00000 2800.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0146 709-51821 LUMP | 2020.00000 2020.00| 2140.00000 2140.00| 2000.00000 2000.00
SURFACE SEAL , STRUCTURE NO 5 | | |
0147 709-51821 LUMP | 4240.00000 4240.00| 4680.00000 4680.00| 4200.00000 4200.00
SURFACE SEAL , STRUCTURE NO 9 | | |
0148 714-04854 428.000 LFT | 265.00000 113420.00| 265.00000 113420.00| 260.00000 111280.00
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 3FT | | |
0149 714-06677 220.000 LFT | 895.00000 196900.00| 895.00000 196900.00| 1000.00000 220000.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
18FT X 6FT | | |
0150 714-08514 1942.000 SFT | 56.00000 108752.00| 56.76000 110227.92| 58.00000 112636.00
WINGWALL | | |
0151 714-26724 378.000 LFT | 645.00000 243810.00| 645.00000 243810.00| 500.00000 189000.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
12FT X 4FT | | |
0152 715-03475 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 600.00000 1200.00
SAFETY METAL END SECTION, 4:1, 15 IN | | |
0153 715-05032 804.000 LFT | 28.50000 22914.00| 28.50000 22914.00| 20.00000 16080.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0154 715-05048 86598.000 LFT | 2.31000 200041.38| 2.35000 203505.30| 2.00000 173196.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0155 715-05053 10176.000 LFT | 11.05000 112444.80| 8.00000 81408.00| 11.00000 111936.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0156 715-05119 32.000 LFT | 23.50000 752.00| 23.50000 752.00| 31.00000 992.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0157 715-05122 140.000 LFT | 41.00000 5740.00| 41.00000 5740.00| 28.00000 3920.00
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0158 715-05123 395.000 LFT | 37.50000 14812.50| 37.50000 14812.50| 29.00000 11455.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -9
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0159 715-05125 240.000 LFT | 50.00000 12000.00| 50.00000 12000.00| 41.00000 9840.00
PIPE, TYPE 1, CIRCULAR, 30 IN | | |
0160 715-05146 12.000 LFT | 36.50000 438.00| 36.50000 438.00| 22.00000 264.00
PIPE, TYPE 2, CIRCULAR, 6 IN , PVC | | |
0161 715-05169 49.000 LFT | 35.50000 1739.50| 35.50000 1739.50| 23.00000 1127.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0162 715-05218 2057.000 LFT | 25.00000 51425.00| 25.00000 51425.00| 20.00000 41140.00
PIPE, TYPE 5, CIRCULAR, 15 IN | | |
0163 715-05407 660.000 LFT | 11.50000 7590.00| 11.50000 7590.00| 10.00000 6600.00
PIPE, END BENT DRAIN, 6 IN | | |
0164 715-09064 3717.000 LFT | 1.20000 4460.40| 1.20000 4460.40| 1.25000 4646.25
VIDEO INSPECTION FOR PIPE | | |
0165 715-46005 28.000 EACH | 225.00000 6300.00| 225.00000 6300.00| 300.00000 8400.00
PIPE END SECTION, 15 IN | | |
0166 715-46015 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 400.00000 1600.00
PIPE END SECTION, 21 IN | | |
0167 715-46020 8.000 EACH | 480.00000 3840.00| 480.00000 3840.00| 500.00000 4000.00
PIPE END SECTION, 24 IN | | |
0168 715-46030 6.000 EACH | 625.00000 3750.00| 625.00000 3750.00| 650.00000 3900.00
PIPE END SECTION, 30 IN | | |
0169 718-06528 143.000 EACH | 500.00000 71500.00| 575.00000 82225.00| 450.00000 64350.00
OUTLET PROTECTOR, 1 | | |
0170 718-06532 10000.000 LFT | 0.65000 6500.00| 0.85000 8500.00| 0.85000 8500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0171 718-52610 11749.000 CYS | 26.60000 312523.40| 37.00000 434713.00| 40.00000 469960.00
AGGREGATE FOR UNDERDRAINS | | |
0172 718-99153 64346.000 SYS | 0.70000 45042.20| 1.00000 64346.00| 0.90000 57911.40
GEOTEXTILES FOR UNDERDRAIN | | |
0173 720-45070 28.000 EACH | 2000.00000 56000.00| 2000.00000 56000.00| 2200.00000 61600.00
INLET, P12A | | |
0174 722-95883 LUMP | 7200.00000 7200.00| 7200.00000 7200.00| 12000.00000 12000.00
BRIDGE DECK DRAIN SYSTEM , STR NO 7 | | |
0175 722-95883 LUMP | 7200.00000 7200.00| 7200.00000 7200.00| 10500.00000 10500.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 8 | | |
0176 722-95883 LUMP | 8300.00000 8300.00| 8300.00000 8300.00| 16500.00000 16500.00
BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | |
9 | | |
0177 723-06660 508.000 SFT | 132.00000 67056.00| 132.76000 67442.08| 140.00000 71120.00
WINGWALL | | |
0178 723-09922 288.000 LFT | 1475.00000 424800.00| 1486.95000 428241.60| 1940.00000 558720.00
STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | |
X 150 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -10
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 731-93945 18964.000 SFT | 11.50000 218086.00| 12.60000 238946.40| 15.00000 284460.00
FACE PANELS, CONCRETE | | |
0180 731-93946 18964.000 SFT | 5.85000 110939.40| 5.85000 110939.40| 8.50000 161194.00
WALL ERECTION | | |
0181 731-93947 860.400 LFT | 30.00000 25812.00| 30.00000 25812.00| 20.00000 17208.00
LEVELING PAD, CONCRETE | | |
0182 801-03290 20.000 EACH | 497.00000 9940.00| 495.00000 9900.00| 200.00000 4000.00
CONSTRUCTION SIGN, C | | |
0183 801-04308 9.000 EACH | 425.00000 3825.00| 425.00000 3825.00| 200.00000 1800.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0184 801-06625 26.000 EACH | 135.00000 3510.00| 135.00000 3510.00| 80.00000 2080.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0185 801-06640 16.000 EACH | 350.00000 5600.00| 345.00000 5520.00| 180.00000 2880.00
CONSTRUCTION SIGN, A | | |
0186 801-06775 LUMP | 14300.00000 14300.00| 14995.00000 14995.00| 100000.00000 100000.00
MAINTAINING TRAFFIC | | |
0187 801-07118 224.000 LFT | 15.10000 3382.40| 15.00000 3360.00| 15.00000 3360.00
BARRICADE, III-A | | |
0188 801-07119 56.000 LFT | 19.05000 1066.80| 18.95000 1061.20| 15.00000 840.00
BARRICADE, III-B | | |
0189 801-08402 456.000 LFT | 41.00000 18696.00| 55.72000 25408.32| 50.00000 22800.00
TEMPORARY TRAFFIC BARRIER, TYPE 3 | | |
0190 802-05701 503.300 LFT | 14.10000 7096.53| 14.00000 7046.20| 14.00000 7046.20
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0191 802-07057 531.000 SFT | 17.50000 9292.50| 17.40000 9239.40| 17.40000 9239.40
SIGN, PANEL, WITH LEGEND | | |
0192 802-08456 4.000 EACH | 402.00000 1608.00| 400.00000 1600.00| 400.00000 1600.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0193 802-09577 2.000 EACH | 32250.00000 64500.00| 32100.00000 64200.00| 32100.00000 64200.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE E | | |
0194 802-09581 2.000 EACH | 5525.00000 11050.00| 5500.00000 11000.00| 5500.00000 11000.00
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0195 802-09838 217.800 SFT | 18.10000 3942.18| 18.00000 3920.40| 18.00000 3920.40
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0196 802-09839 14.000 SFT | 26.50000 371.00| 26.40000 369.60| 26.40000 369.60
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
0.100 IN THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -11
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0197 802-09840 60.100 SFT | 20.10000 1208.01| 20.00000 1202.00| 20.00000 1202.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0198 802-76095 920.000 LBS | 4.25000 3910.00| 4.20000 3864.00| 4.20000 3864.00
STRUCTURAL STEEL, BREAKAWAY | | |
0199 808-06703 4097.000 LFT | 0.45000 1843.65| 0.45000 1843.65| 0.90000 3687.30
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0200 808-10033 600.000 LFT | 1.26000 756.00| 1.25000 750.00| 1.25000 750.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0201 808-10034 600.000 LFT | 1.26000 756.00| 1.25000 750.00| 1.25000 750.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0202 808-75245 4714.000 LFT | 0.45000 2121.30| 0.45000 2121.30| 0.90000 4242.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0203 808-75297 32.000 LFT | 20.00000 640.00| 19.95000 638.40| 25.00000 800.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0204 808-75998 66.000 EACH | 55.25000 3646.50| 55.00000 3630.00| 100.00000 6600.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0212 105-08520 4.000 EACH | 100.00000 400.00| 35.00000 140.00| 60.00000 240.00
CELLULAR TELEPHONE/RADIO | | |
0213 105-08521 132.000 MOS | 30.25000 3993.00| 150.00000 19800.00| 100.00000 13200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0215 203-08668 26515.000 LFT | 1.20000 31818.00| 1.20000 31818.00| 1.20000 31818.00
STRIP DRAIN, 12 IN. | | |
0216 628-09407 99.000 MOS | 50.00000 4950.00| 212.00000 20988.00| 45.00000 4455.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0218 203-02020 60000.000 CYS | 2.90000 174000.00| 2.90000 174000.00| 3.50000 210000.00
EXCAVATION, UNCLASSIFIED | | |
0219 715-09389 500.000 LFT | 17.50000 8750.00| 17.50000 8750.00| 12.00000 6000.00
PIPE, DRAINTILE, 10 IN | | |
0220 715-90833 500.000 LFT | 16.50000 8250.00| 16.50000 8250.00| 11.00000 5500.00
PIPE, DRAINTILE, 8 IN | | |
0221 108-09283 LUMP | 15100.00000 15100.00| 7064.89000 7064.89| 3500.00000 3500.00
CPM SCHEDULE | | |
SECTION TOTALS | $ 11,462,530.17| $ 11,852,906.82| $ 12,866,562.56
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS
| | |
0205 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -12
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0206 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0207 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0209 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0210 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0211 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0214 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0217 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 22,290,316.03| $ 22,746,127.33| $ 23,678,488.61
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -13
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW ROAD CONSTRUCTION PCCP
| | |
0018 203-02000 369705.000 CYS | 3.20000 1183056.00| 5.50000 2033377.50| 3.05000 1127600.25
EXCAVATION, COMMON | | |
0019 203-02070 394197.000 CYS | 3.20000 1261430.40| 4.00000 1576788.00| 3.00000 1182591.00
BORROW | | |
0020 301-07448 10097.000 TON | 20.00000 201940.00| 17.70000 178716.90| 18.76000 189419.72
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-06464 36993.000 CYS | 35.00000 1294755.00| 26.00000 961818.00| 38.00000 1405734.00
SUBBASE FOR PCCP | | |
0022 303-01180 26842.000 TON | 19.00000 509998.00| 18.00000 483156.00| 18.32000 491745.44
COMPACTED AGGREGATE, NO. 53 | | |
0023 401-07320 4052.000 TON | 61.00000 247172.00| 60.85000 246564.20| 60.85000 246564.20
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0024 401-07321 718.000 TON | 74.00000 53132.00| 61.85000 44408.30| 61.85000 44408.30
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 401-07389 9615.000 TON | 55.00000 528825.00| 52.00000 499980.00| 52.00000 499980.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0026 401-07390 1679.000 TON | 57.00000 95703.00| 51.00000 85629.00| 51.00000 85629.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0027 401-07406 10529.000 TON | 53.00000 558037.00| 50.00000 526450.00| 48.75000 513288.75
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0028 401-07407 2423.000 TON | 55.00000 133265.00| 49.50000 119938.50| 49.50000 119938.50
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0029 406-05520 38.000 TON | 500.00000 19000.00| 400.00000 15200.00| 400.00000 15200.00
ASPHALT FOR TACK COAT | | |
0030 501-06266 LUMP | 5000.00000 5000.00| 10100.00000 10100.00| 7415.02000 7415.02
PROFILOGRAPH, PCCP | | |
0031 501-06322 111292.000 SYS | 28.00000 3116176.00| 25.50000 2837946.00| 27.00000 3004884.00
QC/QA-PCCP, 11 IN | | |
0032 501-06727 LUMP | 6000.00000 6000.00| 7630.00000 7630.00| 8444.16000 8444.16
CORING, PCCP | | |
0033 501-09107 17778.000 SYS | 29.00000 515562.00| 22.50000 400005.00| 25.19000 447827.82
QC/QA-PCCP, 9 IN | | |
0034 503-05240 68270.000 LFT | 9.00000 614430.00| 9.75000 665632.50| 8.57000 585073.90
D-1 CONTRACTION JOINT | | |
0035 503-05310 180.000 LFT | 145.00000 26100.00| 150.00000 27000.00| 179.45000 32301.00
TERMINAL JOINT | | |
0036 606-07484 35520.000 LFT | 0.12000 4262.40| 0.06000 2131.20| 0.08000 2841.60
MILLED HMA SHOULDER CORRUGATIONS | | |
0037 606-07485 33322.000 LFT | 0.35000 11662.70| 0.25000 8330.50| 0.32000 10663.04
MILLED PCCP SHOULDER CORRUGATIONS | | |
SECTION TOTALS | $ 10,385,506.50| $ 10,730,801.60| $ 10,021,549.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 COMMMON ITEMS COMMON ITEMS
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -14
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 105-06845 LUMP | 220000.00000 220000.00| 450000.00000 450000.00| 1463576.46000 1463576.46
CONSTRUCTION ENGINEERING | | |
0039 110-01001 LUMP | 1174000.00000 1174000.00| 1206000.00000 1206000.00| 1224586.00000 1224586.00
MOBILIZATION AND DEMOBILIZATION | | |
0040 201-52370 LUMP | 350000.00000 350000.00| 370000.00000 370000.00| 367376.00000 367376.00
CLEARING RIGHT OF WAY | | |
0041 202-03000 LUMP | 7300.00000 7300.00| 15700.00000 15700.00| 100000.00000 100000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 23 | | |
0042 202-03000 LUMP | 4500.00000 4500.00| 14100.00000 14100.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 24 | | |
0043 202-74045 9.000 EACH | 35.00000 315.00| 50.00000 450.00| 60.00000 540.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0044 203-02000 5576.000 CYS | 5.00000 27880.00| 6.60000 36801.60| 2.90000 16170.40
EXCAVATION, COMMON | | |
0045 203-51223 8346.000 CYS | 6.50000 54249.00| 12.00000 100152.00| 2.93000 24453.78
EXCAVATION, WATERWAY | | |
0046 204-02290 38.000 EACH | 1600.00000 60800.00| 840.00000 31920.00| 850.00000 32300.00
SETTLEMENT PLATE | | |
0047 204-08415 76.000 EACH | 20.00000 1520.00| 315.00000 23940.00| 17.00000 1292.00
STAKES, SETTLEMENT | | |
0048 205-03371 49655.000 CYS | 2.00000 99310.00| 3.00000 148965.00| 0.01000 496.55
SEDIMENT, REMOVE | | |
0049 205-06930 88.000 TON | 60.00000 5280.00| 32.00000 2816.00| 35.00000 3080.00
SPLASHPAD, RIPRAP | | |
0050 205-06931 2136.000 TON | 46.00000 98256.00| 29.00000 61944.00| 32.00000 68352.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0051 205-06932 96.000 LFT | 22.00000 2112.00| 14.65000 1406.40| 23.41000 2247.36
TEMPORARY CHECK DAM, STRAW BALES | | |
0052 205-06933 28.000 EACH | 95.00000 2660.00| 95.00000 2660.00| 95.00000 2660.00
TEMPORARY DITCH INLET PROTECTION | | |
0053 205-06935 30.000 EACH | 3000.00000 90000.00| 1650.00000 49500.00| 2600.00000 78000.00
TEMPORARY SEDIMENT BASIN | | |
0054 205-06936 45.000 TON | 100.00000 4500.00| 32.00000 1440.00| 37.50000 1687.50
TEMPORARY SEDIMENT TRAP | | |
0055 205-06937 2131.000 LFT | 2.50000 5327.50| 1.30000 2770.30| 2.32000 4943.92
TEMPORARY SILT FENCE | | |
0056 205-06938 1702.000 LFT | 20.00000 34040.00| 11.00000 18722.00| 14.50000 24679.00
TEMPORARY SLOPE DRAIN | | |
0057 205-09543 100.000 TON | 70.00000 7000.00| 25.00000 2500.00| 32.00000 3200.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -15
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 206-51220 840.000 CYS | 28.00000 23520.00| 12.00000 10080.00| 11.50000 9660.00
EXCAVATION, WET , UNDISTRIBUTED | | |
0059 206-51230 45.000 CYS | 30.00000 1350.00| 25.00000 1125.00| 19.00000 855.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0060 207-08263 178772.000 SYS | 3.85000 688272.20| 4.00000 715088.00| 3.40000 607824.80
SUBGRADE TREATMENT, TYPE IA | | |
0061 207-08265 8701.000 SYS | 3.25000 28278.25| 3.85000 33498.85| 3.53000 30714.53
SUBGRADE TREATMENT, TYPE IIA | | |
0062 207-08266 10247.000 SYS | 2.00000 20494.00| 1.00000 10247.00| 1.40000 14345.80
SUBGRADE TREATMENT, TYPE III | | |
0063 208-02046 4.000 EACH | 220.00000 880.00| 2200.00000 8800.00| 1500.00000 6000.00
GRADING IN GORE AREA | | |
0064 211-02050 81649.000 CYS | 18.00000 1469682.00| 13.50000 1102261.50| 16.11000 1315365.39
B BORROW | | |
0065 211-06467 263.100 CYS | 90.00000 23679.00| 60.00000 15786.00| 43.00000 11313.30
AGGREGATE FOR END BENT BACKFILL | | |
0066 211-09264 2366.000 CYS | 28.00000 66248.00| 17.50000 41405.00| 21.85000 51697.10
STRUCTURAL BACKFILL, TYPE 1 | | |
0067 211-09265 7348.000 CYS | 35.00000 257180.00| 32.70000 240279.60| 35.35000 259751.80
STRUCTURAL BACKFILL, TYPE 2 | | |
0068 211-09265 840.000 CYS | 35.00000 29400.00| 32.70000 27468.00| 36.20000 30408.00
STRUCTURAL BACKFILL, TYPE 2 , | | |
UNDISTRIBUTED | | |
0069 211-09266 17950.000 CYS | 22.00000 394900.00| 18.00000 323100.00| 16.55000 297072.50
STRUCTURAL BACKFILL, TYPE 3 | | |
0070 215-07043 5000.000 SYS | 4.00000 20000.00| 3.85000 19250.00| 4.00000 20000.00
CHEMICAL MODIFICATION, SOILS | | |
0071 302-07455 414.000 CYS | 80.00000 33120.00| 60.00000 24840.00| 49.00000 20286.00
DENSE GRADED SUBBASE | | |
0072 303-07449 1671.000 TON | 22.00000 36762.00| 20.00000 33420.00| 22.61000 37781.31
COMPACTED AGGREGATE, NO. 73 | | |
0073 306-08043 342.000 SYS | 14.00000 4788.00| 5.00000 1710.00| 1.00000 342.00
MILLING, TRANSITION | | |
0074 601-01522 26.000 EACH | 2000.00000 52000.00| 1830.00000 47580.00| 2000.00000 52000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0075 601-01626 2.000 EACH | 1420.00000 2840.00| 1855.00000 3710.00| 1420.00000 2840.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0076 601-02103 112.500 LFT | 22.00000 2475.00| 20.00000 2250.00| 22.00000 2475.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | |
IN SPACING | | |
0077 601-05586 1.000 EACH | 2125.00000 2125.00| 2110.00000 2110.00| 2125.00000 2125.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -16
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 601-05999 10.000 EACH | 45.00000 450.00| 35.00000 350.00| 45.00000 450.00
CURVED TERMINAL END | | |
0079 601-06233 2.000 EACH | 8000.00000 16000.00| 7855.00000 15710.00| 8000.00000 16000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0080 601-06854 3.000 EACH | 2668.00000 8004.00| 4470.00000 13410.00| 2668.00000 8004.00
GUARDRAIL, W-BEAM, NESTED | | |
0081 601-06855 7.000 EACH | 865.00000 6055.00| 940.00000 6580.00| 865.00000 6055.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0082 601-94689 15.000 EACH | 2360.00000 35400.00| 2240.00000 33600.00| 2360.00000 35400.00
GUARDRAIL END TREATMENT, OS | | |
0083 601-94690 7.000 EACH | 4000.00000 28000.00| 3695.00000 25865.00| 4000.00000 28000.00
GUARDRAIL END TREATMENT, MS | | |
0084 601-99105 6418.400 LFT | 16.45000 105582.68| 15.00000 96276.00| 16.45000 105582.68
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0085 601-99108 2200.000 LFT | 23.55000 51810.00| 24.00000 52800.00| 23.55000 51810.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0086 602-06729 64.000 EACH | 12.00000 768.00| 13.00000 832.00| 13.00000 832.00
BARRIER DELINEATOR | | |
0087 603-06040 40387.000 LFT | 5.35000 216070.45| 5.00000 201935.00| 5.00000 201935.00
FENCE, FARM FIELD, 47 IN | | |
0088 608-05741 252121.000 LFT | 0.36000 90763.56| 0.36000 90763.56| 0.40000 100848.40
WICK DRAIN | | |
0089 609-06259 2524.900 SYS | 80.00000 201992.00| 62.00000 156543.80| 56.00000 141394.40
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0090 610-07486 154.000 TON | 75.00000 11550.00| 100.00000 15400.00| 100.00000 15400.00
HMA FOR APPROACHES, TYPE A | | |
0091 610-07487 15.000 TON | 115.00000 1725.00| 150.00000 2250.00| 150.00000 2250.00
HMA FOR APPROACHES, TYPE B | | |
0092 611-06497 1.000 EACH | 300.00000 300.00| 215.00000 215.00| 300.00000 300.00
MAILBOX ASSEMBLY, SINGLE | | |
0093 615-06490 25.000 EACH | 128.00000 3200.00| 163.00000 4075.00| 128.00000 3200.00
RIGHT OF WAY MARKER | | |
0094 615-06505 6.000 EACH | 720.00000 4320.00| 680.00000 4080.00| 720.00000 4320.00
MONUMENT, B | | |
0095 615-06510 41.000 EACH | 530.00000 21730.00| 415.00000 17015.00| 530.00000 21730.00
MONUMENT, C | | |
0096 615-06515 16.000 EACH | 50.00000 800.00| 105.00000 1680.00| 135.00000 2160.00
MONUMENT, D | | |
0097 615-06527 3.000 EACH | 560.00000 1680.00| 560.00000 1680.00| 560.00000 1680.00
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -17
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 616-02320 15740.000 SYS | 2.00000 31480.00| 1.00000 15740.00| 1.20000 18888.00
GEOTEXTILES | | |
0099 616-05688 3969.000 TON | 33.00000 130977.00| 32.00000 127008.00| 28.00000 111132.00
RIPRAP, CLASS 1 | | |
0100 616-05689 161.000 TON | 40.00000 6440.00| 36.00000 5796.00| 36.00000 5796.00
RIPRAP, CLASS 2 | | |
0101 616-06405 679.000 TON | 32.00000 21728.00| 29.00000 19691.00| 48.00000 32592.00
RIPRAP, REVETMENT | | |
0102 616-06451 4330.000 TON | 30.00000 129900.00| 29.00000 125570.00| 27.00000 116910.00
RIPRAP, UNIFORM | | |
0103 616-07210 4385.000 LFT | 4.71000 20653.35| 4.71000 20653.35| 5.53000 24249.05
FIBER ROLL | | |
0104 621-01004 12.000 EACH | 975.00000 11700.00| 975.00000 11700.00| 975.00000 11700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0105 621-02770 14562.000 SYS | 0.88000 12814.56| 0.88000 12814.56| 0.88000 12814.56
EROSION CONTROL BLANKET | | |
0106 621-04258 32.000 LBS | 82.00000 2624.00| 82.00000 2624.00| 82.00000 2624.00
SEED MIXTURE , SWALE | | |
0107 621-04258 19.000 LBS | 27.00000 513.00| 27.00000 513.00| 27.00000 513.00
SEED MIXTURE , WILD RYE | | |
0108 621-06545 94.000 TON | 190.00000 17860.00| 190.00000 17860.00| 190.00000 17860.00
FERTILIZER | | |
0109 621-06553 22763.000 LBS | 3.75000 85361.25| 3.75000 85361.25| 3.75000 85361.25
SEED MIXTURE, R | | |
0110 621-06557 15060.000 LBS | 1.30000 19578.00| 1.30000 19578.00| 1.30000 19578.00
SEED MIXTURE, T | | |
0111 621-06565 469.000 TON | 365.00000 171185.00| 365.00000 171185.00| 365.00000 171185.00
MULCHING MATERIAL | | |
0112 621-06567 184.000 kGAL | 1.00000 184.00| 1.00000 184.00| 1.00000 184.00
WATER | | |
0113 621-06574 50780.000 SYS | 2.63000 133551.40| 3.00000 152340.00| 2.63000 133551.40
SODDING | | |
0114 621-06575 335.000 SYS | 2.63000 881.05| 3.00000 1005.00| 2.63000 881.05
SODDING, NURSERY | | |
0115 622-52436 12.000 EACH | 41.00000 492.00| 41.00000 492.00| 41.00000 492.00
SIGN, DO NOT MOW OR SPRAY | | |
0116 622-91786 240.000 EACH | 27.70000 6648.00| 27.70000 6648.00| 27.70000 6648.00
SEEDLING , 3-GALLON CONTAINER GROWN | | |
0117 622-98200 6.000 EACH | 41.00000 246.00| 41.00000 246.00| 41.00000 246.00
SIGN, DO NOT DISTURB | | |
0118 628-09403 33.000 MOS | 2400.00000 79200.00| 2150.00000 70950.00| 1736.97000 57320.01
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -18
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 701-06011 15.000 EACH | 780.00000 11700.00| 375.00000 5625.00| 800.00000 12000.00
DYNAMIC PILE LOAD TEST | | |
0120 701-09557 835.000 LFT | 50.00000 41750.00| 40.00000 33400.00| 62.60000 52271.00
TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | |
X 74 | | |
0122 701-09557 26.000 LFT | 70.00000 1820.00| 65.00000 1690.00| 140.00000 3640.00
TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | |
X 84 | | |
0123 701-09559 15.000 EACH | 1100.00000 16500.00| 500.00000 7500.00| 925.00000 13875.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0124 701-09683 110.000 EACH | 115.00000 12650.00| 125.00000 13750.00| 110.00000 12100.00
PILE SHOE, HP 12 X 74 | | |
0125 701-09891 9.000 EACH | 120.00000 1080.00| 125.00000 1125.00| 110.00000 990.00
PILE SHOE, HP 12 X 84 | | |
0126 701-09892 128.000 LFT | 70.00000 8960.00| 65.00000 8320.00| 106.00000 13568.00
PILE, STEEL H, HP 12 X 84 | | |
0127 701-95780 5011.000 LFT | 50.00000 250550.00| 40.00000 200440.00| 52.50000 263077.50
PILE, STEEL H, HP 12 IN X 74 | | |
0128 702-51005 119.800 CYS | 525.00000 62895.00| 525.00000 62895.00| 530.00000 63494.00
CONCRETE, A, SUBSTRUCTURE | | |
0129 702-51015 6.800 CYS | 710.00000 4828.00| 900.00000 6120.00| 560.00000 3808.00
CONCRETE, B, FOOTINGS | | |
0130 702-51110 3864.000 LBS | 2.15000 8307.60| 2.50000 9660.00| 2.00000 7728.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0131 702-92857 450.200 CYS | 450.00000 202590.00| 250.00000 112550.00| 670.00000 301634.00
CONCRETE, C, SUBSTRUCTURE | | |
0132 703-06028 12717.000 LBS | 0.80000 10173.60| 0.85000 10809.45| 0.73000 9283.41
REINFORCING BARS | | |
0133 703-06029 614018.000 LBS | 0.82000 503494.76| 0.91000 558756.38| 0.80000 491214.40
REINFORCING BARS, EPOXY COATED | | |
0134 704-51002 1596.600 CYS | 460.00000 734436.00| 490.00000 782334.00| 395.00000 630657.00
CONCRETE, C, SUPERSTRUCTURE | | |
0135 706-05732 4.000 EACH | 1300.00000 5200.00| 1250.00000 5000.00| 1333.42000 5333.68
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0136 706-05734 24.000 EACH | 1500.00000 36000.00| 1450.00000 34800.00| 1549.43000 37186.32
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0137 706-51020 173.600 CYS | 242.00000 42011.20| 275.00000 47740.00| 218.14000 37869.10
CONCRETE, C, RAILING | | |
0138 707-09634 910.000 LFT | 285.00000 259350.00| 315.00000 286650.00| 292.00000 265720.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 48 IN. X 49 IN. | | |
0139 707-09865 1392.000 LFT | 265.00000 368880.00| 270.00000 375840.00| 300.00000 417600.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 36" X 49" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -19
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 707-09921 1170.000 LFT | 275.00000 321750.00| 305.00000 356850.00| 300.00000 351000.00
STRUCTURAL MEMBERS, CONCRETE, BULB-T | | |
BEAM, 54 IN. X 49 IN. | | |
0141 709-51821 LUMP | 2010.00000 2010.00| 2010.00000 2010.00| 2410.59000 2410.59
SURFACE SEAL , STR NO 6 | | |
0142 709-51821 LUMP | 1840.00000 1840.00| 1840.00000 1840.00| 2240.55000 2240.55
SURFACE SEAL , STR NO 7 | | |
0143 709-51821 LUMP | 1840.00000 1840.00| 1840.00000 1840.00| 2240.55000 2240.55
SURFACE SEAL , STR. NO. 8 | | |
0144 709-51821 LUMP | 2990.00000 2990.00| 2990.00000 2990.00| 3790.80000 3790.80
SURFACE SEAL , STRUCTURE N0 2 | | |
0145 709-51821 LUMP | 2735.00000 2735.00| 2735.00000 2735.00| 3534.18000 3534.18
SURFACE SEAL , STRUCTURE NO 1 | | |
0146 709-51821 LUMP | 2010.00000 2010.00| 2010.00000 2010.00| 2409.81000 2409.81
SURFACE SEAL , STRUCTURE NO 5 | | |
0147 709-51821 LUMP | 4219.00000 4219.00| 4219.00000 4219.00| 5419.05000 5419.05
SURFACE SEAL , STRUCTURE NO 9 | | |
0148 714-04854 428.000 LFT | 390.00000 166920.00| 275.00000 117700.00| 265.00000 113420.00
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 3FT | | |
0149 714-06677 220.000 LFT | 1050.00000 231000.00| 877.00000 192940.00| 895.00000 196900.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
18FT X 6FT | | |
0150 714-08514 1942.000 SFT | 65.00000 126230.00| 75.00000 145650.00| 56.00000 108752.00
WINGWALL | | |
0151 714-26724 378.000 LFT | 690.00000 260820.00| 505.00000 190890.00| 645.00000 243810.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
12FT X 4FT | | |
0152 715-03475 2.000 EACH | 900.00000 1800.00| 585.00000 1170.00| 300.00000 600.00
SAFETY METAL END SECTION, 4:1, 15 IN | | |
0153 715-05032 804.000 LFT | 30.00000 24120.00| 34.00000 27336.00| 28.50000 22914.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0154 715-05048 86598.000 LFT | 2.30000 199175.40| 2.88000 249402.24| 2.30000 199175.40
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0155 715-05053 10176.000 LFT | 11.00000 111936.00| 6.50000 66144.00| 11.00000 111936.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0156 715-05119 32.000 LFT | 30.00000 960.00| 45.00000 1440.00| 23.50000 752.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0157 715-05122 140.000 LFT | 35.00000 4900.00| 42.00000 5880.00| 41.00000 5740.00
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0158 715-05123 395.000 LFT | 40.00000 15800.00| 50.00000 19750.00| 37.50000 14812.50
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -20
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0159 715-05125 240.000 LFT | 52.00000 12480.00| 65.00000 15600.00| 50.00000 12000.00
PIPE, TYPE 1, CIRCULAR, 30 IN | | |
0160 715-05146 12.000 LFT | 22.00000 264.00| 77.00000 924.00| 36.50000 438.00
PIPE, TYPE 2, CIRCULAR, 6 IN , PVC | | |
0161 715-05169 49.000 LFT | 30.00000 1470.00| 46.00000 2254.00| 35.50000 1739.50
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0162 715-05218 2057.000 LFT | 25.00000 51425.00| 34.00000 69938.00| 25.00000 51425.00
PIPE, TYPE 5, CIRCULAR, 15 IN | | |
0163 715-05407 660.000 LFT | 8.00000 5280.00| 10.00000 6600.00| 11.50000 7590.00
PIPE, END BENT DRAIN, 6 IN | | |
0164 715-09064 3717.000 LFT | 1.50000 5575.50| 1.00000 3717.00| 1.20000 4460.40
VIDEO INSPECTION FOR PIPE | | |
0165 715-46005 28.000 EACH | 400.00000 11200.00| 585.00000 16380.00| 225.00000 6300.00
PIPE END SECTION, 15 IN | | |
0166 715-46015 4.000 EACH | 500.00000 2000.00| 905.00000 3620.00| 600.00000 2400.00
PIPE END SECTION, 21 IN | | |
0167 715-46020 8.000 EACH | 700.00000 5600.00| 960.00000 7680.00| 480.00000 3840.00
PIPE END SECTION, 24 IN | | |
0168 715-46030 6.000 EACH | 800.00000 4800.00| 1170.00000 7020.00| 625.00000 3750.00
PIPE END SECTION, 30 IN | | |
0169 718-06528 143.000 EACH | 450.00000 64350.00| 510.00000 72930.00| 500.00000 71500.00
OUTLET PROTECTOR, 1 | | |
0170 718-06532 10000.000 LFT | 0.65000 6500.00| 1.00000 10000.00| 0.85000 8500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0171 718-52610 11749.000 CYS | 26.50000 311348.50| 28.00000 328972.00| 26.50000 311348.50
AGGREGATE FOR UNDERDRAINS | | |
0172 718-99153 64346.000 SYS | 0.70000 45042.20| 0.91000 58554.86| 0.70000 45042.20
GEOTEXTILES FOR UNDERDRAIN | | |
0173 720-45070 28.000 EACH | 2000.00000 56000.00| 2070.00000 57960.00| 2000.00000 56000.00
INLET, P12A | | |
0174 722-95883 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 7200.00000 7200.00
BRIDGE DECK DRAIN SYSTEM , STR NO 7 | | |
0175 722-95883 LUMP | 12000.00000 12000.00| 10500.00000 10500.00| 7200.00000 7200.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 8 | | |
0176 722-95883 LUMP | 15000.00000 15000.00| 16500.00000 16500.00| 8300.00000 8300.00
BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | |
9 | | |
0177 723-06660 508.000 SFT | 65.00000 33020.00| 75.00000 38100.00| 132.00000 67056.00
WINGWALL | | |
0178 723-09922 288.000 LFT | 2025.00000 583200.00| 1750.00000 504000.00| 1475.00000 424800.00
STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | |
X 150 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -21
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 731-93945 18964.000 SFT | 13.75000 260755.00| 15.00000 284460.00| 12.60000 238946.40
FACE PANELS, CONCRETE | | |
0180 731-93946 18964.000 SFT | 7.75000 146971.00| 8.50000 161194.00| 5.85000 110939.40
WALL ERECTION | | |
0181 731-93947 860.400 LFT | 20.00000 17208.00| 20.00000 17208.00| 30.00000 25812.00
LEVELING PAD, CONCRETE | | |
0182 801-03290 20.000 EACH | 495.00000 9900.00| 495.00000 9900.00| 495.00000 9900.00
CONSTRUCTION SIGN, C | | |
0183 801-04308 9.000 EACH | 425.00000 3825.00| 425.00000 3825.00| 425.00000 3825.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0184 801-06625 26.000 EACH | 135.00000 3510.00| 135.00000 3510.00| 135.00000 3510.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0185 801-06640 16.000 EACH | 345.00000 5520.00| 345.00000 5520.00| 345.00000 5520.00
CONSTRUCTION SIGN, A | | |
0186 801-06775 LUMP | 25000.00000 25000.00| 540000.00000 540000.00| 800000.00000 800000.00
MAINTAINING TRAFFIC | | |
0187 801-07118 224.000 LFT | 15.00000 3360.00| 15.00000 3360.00| 15.00000 3360.00
BARRICADE, III-A | | |
0188 801-07119 56.000 LFT | 18.95000 1061.20| 18.95000 1061.20| 18.95000 1061.20
BARRICADE, III-B | | |
0189 801-08402 456.000 LFT | 20.00000 9120.00| 50.00000 22800.00| 30.29000 13812.24
TEMPORARY TRAFFIC BARRIER, TYPE 3 | | |
0190 802-05701 503.300 LFT | 18.00000 9059.40| 14.00000 7046.20| 14.00000 7046.20
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0191 802-07057 531.000 SFT | 18.00000 9558.00| 17.40000 9239.40| 17.40000 9239.40
SIGN, PANEL, WITH LEGEND | | |
0192 802-08456 4.000 EACH | 370.00000 1480.00| 400.00000 1600.00| 400.00000 1600.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0193 802-09577 2.000 EACH | 28608.00000 57216.00| 32100.00000 64200.00| 32100.00000 64200.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE E | | |
0194 802-09581 2.000 EACH | 8100.00000 16200.00| 5500.00000 11000.00| 5500.00000 11000.00
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0195 802-09838 217.800 SFT | 18.00000 3920.40| 18.00000 3920.40| 18.00000 3920.40
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0196 802-09839 14.000 SFT | 24.00000 336.00| 26.40000 369.60| 26.40000 369.60
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
0.100 IN THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -22
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0197 802-09840 60.100 SFT | 19.00000 1141.90| 20.00000 1202.00| 20.00000 1202.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0198 802-76095 920.000 LBS | 5.10000 4692.00| 4.20000 3864.00| 4.20000 3864.00
STRUCTURAL STEEL, BREAKAWAY | | |
0199 808-06703 4097.000 LFT | 0.45000 1843.65| 0.45000 1843.65| 0.45000 1843.65
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0200 808-10033 600.000 LFT | 1.25000 750.00| 1.25000 750.00| 1.25000 750.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0201 808-10034 600.000 LFT | 1.25000 750.00| 1.25000 750.00| 1.25000 750.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0202 808-75245 4714.000 LFT | 0.45000 2121.30| 0.45000 2121.30| 0.45000 2121.30
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0203 808-75297 32.000 LFT | 19.95000 638.40| 19.95000 638.40| 19.95000 638.40
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0204 808-75998 66.000 EACH | 55.00000 3630.00| 55.00000 3630.00| 55.00000 3630.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0212 105-08520 4.000 EACH | 100.00000 400.00| 150.00000 600.00| 150.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0213 105-08521 132.000 MOS | 80.00000 10560.00| 100.00000 13200.00| 100.00000 13200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0215 203-08668 26515.000 LFT | 1.20000 31818.00| 1.20000 31818.00| 1.40000 37121.00
STRIP DRAIN, 12 IN. | | |
0216 628-09407 99.000 MOS | 140.00000 13860.00| 250.00000 24750.00| 90.91000 9000.09
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0218 203-02020 60000.000 CYS | 5.00000 300000.00| 2.00000 120000.00| 2.90000 174000.00
EXCAVATION, UNCLASSIFIED | | |
0219 715-09389 500.000 LFT | 12.00000 6000.00| 15.00000 7500.00| 17.50000 8750.00
PIPE, DRAINTILE, 10 IN | | |
0220 715-90833 500.000 LFT | 11.00000 5500.00| 11.00000 5500.00| 16.50000 8250.00
PIPE, DRAINTILE, 8 IN | | |
0221 108-09283 LUMP | 8000.00000 8000.00| 25000.00000 25000.00| 5000.00000 5000.00
CPM SCHEDULE | | |
SECTION TOTALS | $ 13,377,752.26| $ 13,409,247.85| $ 14,500,954.02
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS
| | |
0205 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 160 -23
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0206 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0207 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0209 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0210 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0211 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0214 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0217 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 23,763,266.76| $ 24,140,057.45| $ 24,522,511.72
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 07/31/11
LOCATION : ON PR 69 PROJECT(S) : 0710899
0710900
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1801998 CLR INC $ 534,330.75 100.0000%
2 35-1582525 JERRY AIGNER CONSTRUCTION $ 542,980.90 101.6189%
3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 559,678.74 104.7439%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 587,000.00 109.8571%
5 35-1284120 KOBERSTEIN CONTRACTING INC $ 616,705.73 115.4165%
6 35-1357381 DAVE OMARA CONTRACTOR INC $ 654,328.09 122.4575%
7 35-1875662 CRIDER & CRIDER INC $ 669,393.60 125.2770%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -2
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1582525 |( 3 ) 35-1009310
|CLR INC |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 74000.00000 74000.00| 25000.00000 25000.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 33.25000 33.25
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 50.00000 450.00| 100.00000 900.00| 66.50000 598.50
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 26250.00000 26250.00| 16000.00000 16000.00| 26735.00000 26735.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 203-02000 10397.000 CYS | 8.25000 85775.25| 7.00000 72779.00| 5.85000 60822.45
EXCAVATION, COMMON | | |
0011 204-08553 2.000 EACH | 5975.50000 11951.00| 4000.00000 8000.00| 1015.00000 2030.00
DATA LOGGING SYSTEM , MONITORING WELL | | |
0012 205-02770 4401.000 SYS | 3.30000 14523.30| 3.05000 13423.05| 1.94000 8537.94
EROSION CONTROL BLANKET | | |
0013 205-06932 100.000 LFT | 15.00000 1500.00| 10.00000 1000.00| 9.95000 995.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06934 68.500 TON | 150.00000 10275.00| 320.00000 21920.00| 335.00000 22947.50
TEMPORARY MULCHING | | |
0015 205-06937 2818.000 LFT | 2.65000 7467.70| 2.50000 7045.00| 1.20000 3381.60
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 28.00000 2800.00| 20.00000 2000.00| 31.00000 3100.00
NO 2 STONE | | |
0017 601-04849 624.000 LFT | 10.00000 6240.00| 4.50000 2808.00| 10.20000 6364.80
POST , WOOD, 4 IN X 4 IN | | |
0018 616-07210 907.000 LFT | 13.15000 11927.05| 5.60000 5079.20| 4.70000 4262.90
FIBER ROLL | | |
0019 621-01004 2.000 EACH | 575.00000 1150.00| 1000.00000 2000.00| 1075.00000 2150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -3
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1582525 |( 3 ) 35-1009310
|CLR INC |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 621-04258 142.700 LBS | 45.00000 6421.50| 58.00000 8276.60| 95.80000 13670.66
SEED MIXTURE , EMERGENT WETLAND | | |
0021 621-04258 28.000 LBS | 35.00000 980.00| 20.00000 560.00| 24.50000 686.00
SEED MIXTURE , SLOPE STABILIZATION | | |
0022 621-04258 8.500 LBS | 99.00000 841.50| 37.00000 314.50| 90.00000 765.00
SEED MIXTURE , SWALE | | |
0023 621-04258 1338.800 LBS | 22.00000 29453.60| 35.00000 46858.00| 36.90000 49401.72
SEED MIXTURE , UPLAND PRAIRIE | | |
0024 621-04258 268.100 LBS | 29.00000 7774.90| 32.00000 8579.20| 29.65000 7949.17
SEED MIXTURE , WILD RYE | | |
0025 621-04258 1788.900 LBS | 28.00000 50089.20| 31.50000 56350.35| 56.00000 100178.40
SEED MIXTURE , WOODED WETLAND | | |
ESTABLISHMENT | | |
0026 621-06545 22.110 TON | 375.00000 8291.25| 1200.00000 26532.00| 635.00000 14039.85
FERTILIZER | | |
0027 621-06557 7110.000 LBS | 0.60000 4266.00| 4.00000 28440.00| 1.35000 9598.50
SEED MIXTURE, T | | |
0028 621-06565 94.800 TON | 200.00000 18960.00| 320.00000 30336.00| 365.00000 34602.00
MULCHING MATERIAL | | |
0029 622-52436 81.000 EACH | 27.00000 2187.00| 150.00000 12150.00| 38.00000 3078.00
SIGN, DO NOT MOW OR SPRAY | | |
0030 622-91786 968.000 EACH | 40.00000 38720.00| 34.00000 32912.00| 26.75000 25894.00
SEEDLING , 3-GALLON CONTAINER GROWN | | |
0031 622-91786 34250.000 EACH | 2.30000 78775.00| 2.40000 82200.00| 3.07000 105147.50
SEEDLING , BARE-ROOT | | |
0032 622-91786 1770.000 EACH | 6.15000 10885.50| 3.30000 5841.00| 4.80000 8496.00
SEEDLING , LIVE STAKE | | |
0033 624-92647 104.000 ACRE | 45.00000 4680.00| 100.00000 10400.00| 54.00000 5616.00
HERBICIDE TREATMENT | | |
0034 628-09408 9.000 MOS | 125.00000 1125.00| 200.00000 1800.00| 335.00000 3015.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0035 628-09409 9.000 MOS | 50.00000 450.00| 100.00000 900.00| 133.00000 1197.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0036 719-09505 3774.000 LFT | 4.00000 15096.00| 3.00000 11322.00| 5.00000 18870.00
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0037 802-04314 3.000 EACH | 290.00000 870.00| 350.00000 1050.00| 170.00000 510.00
SIGN , MITIGATION SITE IDENTIFICATION | | |
SECTION TOTALS | $ 534,330.75| $ 542,980.90| $ 559,678.74
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 534,330.75| $ 542,980.90| $ 559,678.74
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -4
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1284120 |( 6 ) 35-1357381
|GOHMANN ASPHALT & CONSTRUCTI |KOBERSTEIN CONTRACTING INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 19500.00000 19500.00| 15500.00000 15500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 150.00000 150.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 80.00000 720.00| 90.00000 810.00| 100.00000 900.00
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 27363.56000 27363.56| 16500.00000 16500.00| 32500.00000 32500.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 203-02000 10397.000 CYS | 8.00000 83176.00| 8.90000 92533.30| 14.25000 148157.25
EXCAVATION, COMMON | | |
0011 204-08553 2.000 EACH | 2500.00000 5000.00| 760.00000 1520.00| 2000.00000 4000.00
DATA LOGGING SYSTEM , MONITORING WELL | | |
0012 205-02770 4401.000 SYS | 1.94000 8537.94| 2.03000 8934.03| 1.94000 8537.94
EROSION CONTROL BLANKET | | |
0013 205-06932 100.000 LFT | 9.95000 995.00| 10.45000 1045.00| 9.95000 995.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06934 68.500 TON | 335.00000 22947.50| 351.82000 24099.67| 335.00000 22947.50
TEMPORARY MULCHING | | |
0015 205-06937 2818.000 LFT | 2.25000 6340.50| 1.26000 3550.68| 1.30000 3663.40
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 60.00000 6000.00| 42.00000 4200.00| 26.00000 2600.00
NO 2 STONE | | |
0017 601-04849 624.000 LFT | 10.20000 6364.80| 10.70000 6676.80| 10.20000 6364.80
POST , WOOD, 4 IN X 4 IN | | |
0018 616-07210 907.000 LFT | 4.70000 4262.90| 4.94000 4480.58| 4.70000 4262.90
FIBER ROLL | | |
0019 621-01004 2.000 EACH | 1075.00000 2150.00| 1130.00000 2260.00| 1075.00000 2150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -5
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 35-1284120 |( 6 ) 35-1357381
|GOHMANN ASPHALT & CONSTRUCTI |KOBERSTEIN CONTRACTING INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 621-04258 142.700 LBS | 95.80000 13670.66| 100.00000 14270.00| 95.80000 13670.66
SEED MIXTURE , EMERGENT WETLAND | | |
0021 621-04258 28.000 LBS | 24.50000 686.00| 25.75000 721.00| 24.50000 686.00
SEED MIXTURE , SLOPE STABILIZATION | | |
0022 621-04258 8.500 LBS | 90.00000 765.00| 94.50000 803.25| 90.00000 765.00
SEED MIXTURE , SWALE | | |
0023 621-04258 1338.800 LBS | 36.90000 49401.72| 38.75000 51878.50| 36.90000 49401.72
SEED MIXTURE , UPLAND PRAIRIE | | |
0024 621-04258 268.100 LBS | 29.65000 7949.17| 31.15000 8351.32| 29.65000 7949.17
SEED MIXTURE , WILD RYE | | |
0025 621-04258 1788.900 LBS | 56.00000 100178.40| 58.80000 105187.32| 56.00000 100178.40
SEED MIXTURE , WOODED WETLAND | | |
ESTABLISHMENT | | |
0026 621-06545 22.110 TON | 635.00000 14039.85| 666.72000 14741.18| 635.00000 14039.85
FERTILIZER | | |
0027 621-06557 7110.000 LBS | 1.35000 9598.50| 1.42000 10096.20| 1.35000 9598.50
SEED MIXTURE, T | | |
0028 621-06565 94.800 TON | 365.00000 34602.00| 383.25000 36332.10| 365.00000 34602.00
MULCHING MATERIAL | | |
0029 622-52436 81.000 EACH | 38.00000 3078.00| 40.00000 3240.00| 38.00000 3078.00
SIGN, DO NOT MOW OR SPRAY | | |
0030 622-91786 968.000 EACH | 26.75000 25894.00| 28.00000 27104.00| 26.75000 25894.00
SEEDLING , 3-GALLON CONTAINER GROWN | | |
0031 622-91786 34250.000 EACH | 3.07000 105147.50| 3.23000 110627.50| 3.07000 105147.50
SEEDLING , BARE-ROOT | | |
0032 622-91786 1770.000 EACH | 4.80000 8496.00| 5.05000 8938.50| 4.80000 8496.00
SEEDLING , LIVE STAKE | | |
0033 624-92647 104.000 ACRE | 54.00000 5616.00| 56.70000 5896.80| 54.00000 5616.00
HERBICIDE TREATMENT | | |
0034 628-09408 9.000 MOS | 450.00000 4050.00| 380.00000 3420.00| 225.00000 2025.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0035 628-09409 9.000 MOS | 80.00000 720.00| 90.00000 810.00| 80.00000 720.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0036 719-09505 3774.000 LFT | 6.00000 22644.00| 7.00000 26418.00| 4.75000 17926.50
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0037 802-04314 3.000 EACH | 500.00000 1500.00| 535.00000 1605.00| 550.00000 1650.00
SIGN , MITIGATION SITE IDENTIFICATION | | |
SECTION TOTALS | $ 587,000.00| $ 616,705.73| $ 654,328.09
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 587,000.00| $ 616,705.73| $ 654,328.09
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -6
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 11000.00000 11000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 204.45000 204.45| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 9.000 MOS | 85.20000 766.80| |
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 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 30000.00000 30000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 203-02000 10397.000 CYS | 8.00000 83176.00| |
EXCAVATION, COMMON | | |
0011 204-08553 2.000 EACH | 1303.50000 2607.00| |
DATA LOGGING SYSTEM , MONITORING WELL | | |
0012 205-02770 4401.000 SYS | 2.10000 9242.10| |
EROSION CONTROL BLANKET | | |
0013 205-06932 100.000 LFT | 10.80000 1080.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06934 68.500 TON | 363.85000 24923.73| |
TEMPORARY MULCHING | | |
0015 205-06937 2818.000 LFT | 1.30000 3663.40| |
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 30.95000 3095.00| |
NO 2 STONE | | |
0017 601-04849 624.000 LFT | 11.10000 6926.40| |
POST , WOOD, 4 IN X 4 IN | | |
0018 616-07210 907.000 LFT | 5.10000 4625.70| |
FIBER ROLL | | |
0019 621-01004 2.000 EACH | 1167.50000 2335.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 170 -7
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 621-04258 142.700 LBS | 104.05000 14847.94| |
SEED MIXTURE , EMERGENT WETLAND | | |
0021 621-04258 28.000 LBS | 26.60000 744.80| |
SEED MIXTURE , SLOPE STABILIZATION | | |
0022 621-04258 8.500 LBS | 97.75000 830.88| |
SEED MIXTURE , SWALE | | |
0023 621-04258 1338.800 LBS | 40.10000 53685.88| |
SEED MIXTURE , UPLAND PRAIRIE | | |
0024 621-04258 268.100 LBS | 32.20000 8632.82| |
SEED MIXTURE , WILD RYE | | |
0025 621-04258 1788.900 LBS | 60.80000 108765.12| |
SEED MIXTURE , WOODED WETLAND | | |
ESTABLISHMENT | | |
0026 621-06545 22.110 TON | 689.65000 15248.16| |
FERTILIZER | | |
0027 621-06557 7110.000 LBS | 1.45000 10309.50| |
SEED MIXTURE, T | | |
0028 621-06565 94.800 TON | 396.40000 37578.72| |
MULCHING MATERIAL | | |
0029 622-52436 81.000 EACH | 41.25000 3341.25| |
SIGN, DO NOT MOW OR SPRAY | | |
0030 622-91786 968.000 EACH | 29.05000 28120.40| |
SEEDLING , 3-GALLON CONTAINER GROWN | | |
0031 622-91786 34250.000 EACH | 3.35000 114737.50| |
SEEDLING , BARE-ROOT | | |
0032 622-91786 1770.000 EACH | 5.20000 9204.00| |
SEEDLING , LIVE STAKE | | |
0033 624-92647 104.000 ACRE | 58.65000 6099.60| |
HERBICIDE TREATMENT | | |
0034 628-09408 9.000 MOS | 340.75000 3066.75| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0035 628-09409 9.000 MOS | 136.30000 1226.70| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0036 719-09505 3774.000 LFT | 17.50000 66045.00| |
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0037 802-04314 3.000 EACH | 1086.00000 3258.00| |
SIGN , MITIGATION SITE IDENTIFICATION | | |
SECTION TOTALS | $ 669,393.60| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 669,393.60| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 05/12/11
LOCATION : ON SR 38, 9.52 MILES EAST OF SR 103 EAST JUNCTION PROJECT(S) : 0100463
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 453,775.00 100.0000%
2 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 466,246.84 102.7485%
3 35-1128289 BEATY CONSTRUCTION INC $ 476,967.00 105.1109%
4 38-3806996 HIS CONSTRUCTORS INC $ 485,193.00 106.9237%
5 35-1817530 PIONEER ASSOCIATES INC $ 505,173.88 111.3270%
6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 517,400.00 114.0213%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 583,696.45 128.6312%
35-2123509 A LANDON EXCAVATING LLC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -2
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289
|MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION 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 | 3150.00000 3150.00| 10000.00000 10000.00| 2600.00000 2600.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 22500.00000 22500.00| 20000.00000 20000.00| 23750.00000 23750.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-02260 5.000 EACH | 125.00000 625.00| 400.00000 2000.00| 426.00000 2130.00
TREE, 30 IN, REMOVE | | |
0009 201-52370 LUMP | 6800.00000 6800.00| 12000.00000 12000.00| 7000.00000 7000.00
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 20289.81000 20289.81| 11000.00000 11000.00| 43541.64000 43541.64
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 70.000 CYS | 25.00000 1750.00| 7.25000 507.50| 13.50000 945.00
EXCAVATION, COMMON | | |
0012 203-02070 680.000 CYS | 15.00000 10200.00| 20.72000 14089.60| 15.10000 10268.00
BORROW | | |
0013 203-51223 450.000 CYS | 25.00000 11250.00| 12.34000 5553.00| 12.00000 5400.00
EXCAVATION, WATERWAY | | |
0014 205-06937 1400.000 LFT | 1.45000 2030.00| 1.60000 2240.00| 1.50000 2100.00
TEMPORARY SILT FENCE | | |
0015 207-08263 897.000 SYS | 13.00000 11661.00| 12.97000 11634.09| 18.60000 16684.20
SUBGRADE TREATMENT, TYPE IA | | |
0016 211-02050 100.000 CYS | 25.00000 2500.00| 22.83000 2283.00| 30.00000 3000.00
B BORROW | | |
0017 211-09265 15.000 CYS | 25.00000 375.00| 30.00000 450.00| 33.00000 495.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0018 211-09268 635.000 CYS | 65.00000 41275.00| 60.00000 38100.00| 83.50000 53022.50
STRUCTURAL BACKFILL, TYPE 5 | | |
0019 301-07448 279.000 TON | 25.00000 6975.00| 17.00000 4743.00| 25.00000 6975.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -3
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289
|MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08033 2600.000 SYS | 2.10000 5460.00| 1.31000 3406.00| 3.00000 7800.00
MILLING, ASPHALT, 1 IN | | |
0021 306-08043 213.000 SYS | 2.10000 447.30| 1.31000 279.03| 5.50000 1171.50
MILLING, TRANSITION | | |
0022 306-08432 270.000 SYS | 2.10000 567.00| 1.31000 353.70| 4.75000 1282.50
MILLING, APPROACH | | |
0023 402-07434 216.000 TON | 98.25000 21222.00| 75.00000 16200.00| 98.25000 21222.00
HMA SURFACE, TYPE C | | |
0024 402-07439 205.000 TON | 80.20000 16441.00| 70.00000 14350.00| 80.20000 16441.00
HMA INTERMEDIATE, TYPE C | | |
0025 402-07442 464.000 TON | 75.90000 35217.60| 70.00000 32480.00| 75.90000 35217.60
HMA BASE, TYPE C | | |
0026 402-07452 120.000 TON | 88.50000 10620.00| 75.00000 9000.00| 88.50000 10620.00
HMA WEDGE AND LEVEL, TYPE C | | |
0027 406-05520 1.300 TON | 500.00000 650.00| 325.00000 422.50| 500.00000 650.00
ASPHALT FOR TACK COAT | | |
0028 601-01625 1.000 EACH | 1475.00000 1475.00| 1643.40000 1643.40| 1425.00000 1425.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-02241 545.000 LFT | 4.25000 2316.25| 4.60000 2507.00| 4.00000 2180.00
GUARDRAIL, REMOVE | | |
0031 601-08433 2.000 EACH | 655.00000 1310.00| 715.00000 1430.00| 620.00000 1240.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1175.00000 1175.00| 1292.00000 1292.00| 1120.00000 1120.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 3.000 EACH | 2425.00000 7275.00| 2745.00000 8235.00| 2380.00000 7140.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 250.000 LFT | 16.50000 4125.00| 18.45000 4612.50| 16.00000 4000.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0036 610-07488 40.000 TON | 126.00000 5040.00| 83.04000 3321.60| 126.00000 5040.00
HMA FOR APPROACHES, TYPE C | | |
0037 611-06497 2.000 EACH | 210.00000 420.00| 230.00000 460.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0038 616-05689 150.000 TON | 36.00000 5400.00| 53.00000 7950.00| 30.00000 4500.00
RIPRAP, CLASS 2 | | |
0039 621-01004 4.000 EACH | 775.00000 3100.00| 540.00000 2160.00| 750.00000 3000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 3598.000 SYS | 0.48000 1727.04| 0.54000 1942.92| 0.47000 1691.06
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -4
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289
|MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 628-09403 6.000 MOS | 1600.00000 9600.00| 2600.00000 15600.00| 3275.00000 19650.00
FIELD OFFICE, C | | |
0042 628-09407 6.000 MOS | 215.00000 1290.00| 250.00000 1500.00| 250.00000 1500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0043 714-05765 108.000 LFT | 1200.00000 129600.00| 1157.00000 124956.00| 1030.00000 111240.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
14FT X 10FT | | |
0044 714-08514 250.000 SFT | 120.00000 30000.00| 150.00000 37500.00| 80.40000 20100.00
WINGWALL | | |
0045 715-05168 50.000 LFT | 50.00000 2500.00| 26.00000 1300.00| 47.00000 2350.00
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0046 801-03290 2.000 EACH | 162.00000 324.00| 275.00000 550.00| 155.00000 310.00
CONSTRUCTION SIGN, C | | |
0047 801-04308 5.000 EACH | 260.00000 1300.00| 150.00000 750.00| 250.00000 1250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0048 801-06625 12.000 EACH | 68.00000 816.00| 100.00000 1200.00| 65.00000 780.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0049 801-06640 10.000 EACH | 140.00000 1400.00| 137.00000 1370.00| 135.00000 1350.00
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 2500.00000 2500.00| 22500.00000 22500.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0051 801-07118 60.000 LFT | 7.25000 435.00| 10.00000 600.00| 7.00000 420.00
BARRICADE, III-A | | |
0052 801-07119 120.000 LFT | 8.80000 1056.00| 12.00000 1440.00| 8.50000 1020.00
BARRICADE, III-B | | |
0053 808-75205 1500.000 LFT | 0.41000 615.00| 1.12000 1680.00| 0.40000 600.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0054 808-75245 1500.000 LFT | 0.41000 615.00| 1.12000 1680.00| 0.40000 600.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0055 715-46000 4.000 EACH | 275.00000 1100.00| 300.00000 1200.00| 435.00000 1740.00
PIPE END SECTION, 12 IN | | |
0056 601-06854 2.000 EACH | 2625.00000 5250.00| 2885.00000 5770.00| 2500.00000 5000.00
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 453,775.00| $ 466,246.84| $ 476,967.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 453,775.00| $ 466,246.84| $ 476,967.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -5
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771
|HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS 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 | 2700.00000 2700.00| 2600.00000 2600.00| 2600.00000 2600.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25000.50000 25000.50| 25500.00000 25500.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-02260 5.000 EACH | 1075.00000 5375.00| 1100.00000 5500.00| 200.00000 1000.00
TREE, 30 IN, REMOVE | | |
0009 201-52370 LUMP | 6300.00000 6300.00| 12000.00000 12000.00| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 22000.75000 22000.75| 20000.00000 20000.00| 10000.00000 10000.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 70.000 CYS | 75.00000 5250.00| 11.60000 812.00| 100.00000 7000.00
EXCAVATION, COMMON | | |
0012 203-02070 680.000 CYS | 16.50000 11220.00| 22.00000 14960.00| 15.00000 10200.00
BORROW | | |
0013 203-51223 450.000 CYS | 16.00000 7200.00| 42.00000 18900.00| 15.00000 6750.00
EXCAVATION, WATERWAY | | |
0014 205-06937 1400.000 LFT | 1.50000 2100.00| 3.30000 4620.00| 1.37000 1918.00
TEMPORARY SILT FENCE | | |
0015 207-08263 897.000 SYS | 13.50000 12109.50| 20.00000 17940.00| 15.00000 13455.00
SUBGRADE TREATMENT, TYPE IA | | |
0016 211-02050 100.000 CYS | 18.00000 1800.00| 58.00000 5800.00| 27.00000 2700.00
B BORROW | | |
0017 211-09265 15.000 CYS | 105.00000 1575.00| 50.00000 750.00| 32.00000 480.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0018 211-09268 635.000 CYS | 100.00000 63500.00| 95.00000 60325.00| 94.00000 59690.00
STRUCTURAL BACKFILL, TYPE 5 | | |
0019 301-07448 279.000 TON | 29.50000 8230.50| 21.50000 5998.50| 22.00000 6138.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 306-08033 2600.000 SYS | 2.00000 5200.00| 1.50000 3900.00| 4.00000 10400.00
MILLING, ASPHALT, 1 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -6
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771
|HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 306-08043 213.000 SYS | 3.00000 639.00| 6.60000 1405.80| 4.00000 852.00
MILLING, TRANSITION | | |
0022 306-08432 270.000 SYS | 2.50000 675.00| 8.15000 2200.50| 4.00000 1080.00
MILLING, APPROACH | | |
0023 402-07434 216.000 TON | 101.00000 21816.00| 98.25000 21222.00| 94.00000 20304.00
HMA SURFACE, TYPE C | | |
0024 402-07439 205.000 TON | 83.00000 17015.00| 80.20000 16441.00| 70.00000 14350.00
HMA INTERMEDIATE, TYPE C | | |
0025 402-07442 464.000 TON | 78.00000 36192.00| 75.90000 35217.60| 67.00000 31088.00
HMA BASE, TYPE C | | |
0026 402-07452 120.000 TON | 91.00000 10920.00| 88.50000 10620.00| 80.00000 9600.00
HMA WEDGE AND LEVEL, TYPE C | | |
0027 406-05520 1.300 TON | 515.00000 669.50| 500.00000 650.00| 100.00000 130.00
ASPHALT FOR TACK COAT | | |
0028 601-01625 1.000 EACH | 1469.00000 1469.00| 1425.00000 1425.00| 1425.00000 1425.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-02241 545.000 LFT | 4.25000 2316.25| 4.00000 2180.00| 4.00000 2180.00
GUARDRAIL, REMOVE | | |
0031 601-08433 2.000 EACH | 639.00000 1278.00| 620.00000 1240.00| 620.00000 1240.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1154.00000 1154.00| 1890.42000 1890.42| 1120.00000 1120.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 3.000 EACH | 2454.00000 7362.00| 2380.00000 7140.00| 2380.00000 7140.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 250.000 LFT | 16.50000 4125.00| 16.00000 4000.00| 16.00000 4000.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0036 610-07488 40.000 TON | 130.00000 5200.00| 126.00000 5040.00| 120.00000 4800.00
HMA FOR APPROACHES, TYPE C | | |
0037 611-06497 2.000 EACH | 205.00000 410.00| 200.00000 400.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0038 616-05689 150.000 TON | 37.00000 5550.00| 50.00000 7500.00| 32.00000 4800.00
RIPRAP, CLASS 2 | | |
0039 621-01004 4.000 EACH | 770.00000 3080.00| 750.00000 3000.00| 750.00000 3000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 3598.000 SYS | 0.50000 1799.00| 0.47000 1691.06| 0.47000 1691.06
MULCHED SEEDING, R | | |
0041 628-09403 6.000 MOS | 2028.00000 12168.00| 2800.00000 16800.00| 3200.00000 19200.00
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -7
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771
|HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 628-09407 6.000 MOS | 218.00000 1308.00| 275.00000 1650.00| 350.00000 2100.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0043 714-05765 108.000 LFT | 1160.00000 125280.00| 1190.00000 128520.00| 1600.00000 172800.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
14FT X 10FT | | |
0044 714-08514 250.000 SFT | 110.00000 27500.00| 72.00000 18000.00| 116.00000 29000.00
WINGWALL | | |
0045 715-05168 50.000 LFT | 48.00000 2400.00| 32.00000 1600.00| 40.00000 2000.00
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0046 801-03290 2.000 EACH | 160.00000 320.00| 155.00000 310.00| 155.00000 310.00
CONSTRUCTION SIGN, C | | |
0047 801-04308 5.000 EACH | 258.00000 1290.00| 250.00000 1250.00| 250.00000 1250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0048 801-06625 12.000 EACH | 67.00000 804.00| 65.00000 780.00| 65.00000 780.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0049 801-06640 10.000 EACH | 140.00000 1400.00| 135.00000 1350.00| 135.00000 1350.00
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 1000.00000 1000.00| 3500.00000 3500.00| 2433.94000 2433.94
MAINTAINING TRAFFIC | | |
0051 801-07118 60.000 LFT | 7.25000 435.00| 7.00000 420.00| 7.00000 420.00
BARRICADE, III-A | | |
0052 801-07119 120.000 LFT | 8.75000 1050.00| 8.50000 1020.00| 8.50000 1020.00
BARRICADE, III-B | | |
0053 808-75205 1500.000 LFT | 0.50000 750.00| 0.40000 600.00| 0.40000 600.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0054 808-75245 1500.000 LFT | 0.50000 750.00| 0.40000 600.00| 0.40000 600.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0055 715-46000 4.000 EACH | 588.00000 2352.00| 225.00000 900.00| 500.00000 2000.00
PIPE END SECTION, 12 IN | | |
0056 601-06854 2.000 EACH | 2575.00000 5150.00| 2500.00000 5000.00| 2500.00000 5000.00
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 485,193.00| $ 505,173.88| $ 517,400.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 485,193.00| $ 505,173.88| $ 517,400.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -8
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
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 | 4800.00000 4800.00| |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 29184.82000 29184.82| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-02260 5.000 EACH | 1050.00000 5250.00| |
TREE, 30 IN, REMOVE | | |
0009 201-52370 LUMP | 8755.44000 8755.44| |
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 28000.00000 28000.00| |
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 70.000 CYS | 10.00000 700.00| |
EXCAVATION, COMMON | | |
0012 203-02070 680.000 CYS | 20.00000 13600.00| |
BORROW | | |
0013 203-51223 450.000 CYS | 25.00000 11250.00| |
EXCAVATION, WATERWAY | | |
0014 205-06937 1400.000 LFT | 1.37000 1918.00| |
TEMPORARY SILT FENCE | | |
0015 207-08263 897.000 SYS | 23.00000 20631.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0016 211-02050 100.000 CYS | 52.00000 5200.00| |
B BORROW | | |
0017 211-09265 15.000 CYS | 45.00000 675.00| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0018 211-09268 635.000 CYS | 110.00000 69850.00| |
STRUCTURAL BACKFILL, TYPE 5 | | |
0019 301-07448 279.000 TON | 35.00000 9765.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 306-08033 2600.000 SYS | 5.02000 13052.00| |
MILLING, ASPHALT, 1 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -9
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 306-08043 213.000 SYS | 5.01000 1067.13| |
MILLING, TRANSITION | | |
0022 306-08432 270.000 SYS | 5.02000 1355.40| |
MILLING, APPROACH | | |
0023 402-07434 216.000 TON | 98.25000 21222.00| |
HMA SURFACE, TYPE C | | |
0024 402-07439 205.000 TON | 80.20000 16441.00| |
HMA INTERMEDIATE, TYPE C | | |
0025 402-07442 464.000 TON | 75.90000 35217.60| |
HMA BASE, TYPE C | | |
0026 402-07452 120.000 TON | 88.50000 10620.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0027 406-05520 1.300 TON | 500.00000 650.00| |
ASPHALT FOR TACK COAT | | |
0028 601-01625 1.000 EACH | 1425.00000 1425.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-02241 545.000 LFT | 4.00000 2180.00| |
GUARDRAIL, REMOVE | | |
0031 601-08433 2.000 EACH | 620.00000 1240.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1120.00000 1120.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 3.000 EACH | 2380.00000 7140.00| |
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 250.000 LFT | 16.00000 4000.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0036 610-07488 40.000 TON | 126.00000 5040.00| |
HMA FOR APPROACHES, TYPE C | | |
0037 611-06497 2.000 EACH | 200.00000 400.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0038 616-05689 150.000 TON | 35.00000 5250.00| |
RIPRAP, CLASS 2 | | |
0039 621-01004 4.000 EACH | 750.00000 3000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 3598.000 SYS | 0.47000 1691.06| |
MULCHED SEEDING, R | | |
0041 628-09403 6.000 MOS | 3600.00000 21600.00| |
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 210 -10
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 628-09407 6.000 MOS | 350.00000 2100.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0043 714-05765 108.000 LFT | 1495.00000 161460.00| |
STRUCTURE, PRECAST, RC, BOX SECTION | | |
14FT X 10FT | | |
0044 714-08514 250.000 SFT | 140.00000 35000.00| |
WINGWALL | | |
0045 715-05168 50.000 LFT | 40.00000 2000.00| |
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0046 801-03290 2.000 EACH | 252.00000 504.00| |
CONSTRUCTION SIGN, C | | |
0047 801-04308 5.000 EACH | 129.00000 645.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0048 801-06625 12.000 EACH | 86.00000 1032.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0049 801-06640 10.000 EACH | 119.00000 1190.00| |
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 5400.00000 5400.00| |
MAINTAINING TRAFFIC | | |
0051 801-07118 60.000 LFT | 8.00000 480.00| |
BARRICADE, III-A | | |
0052 801-07119 120.000 LFT | 9.00000 1080.00| |
BARRICADE, III-B | | |
0053 808-75205 1500.000 LFT | 0.97000 1455.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0054 808-75245 1500.000 LFT | 0.97000 1455.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0055 715-46000 4.000 EACH | 400.00000 1600.00| |
PIPE END SECTION, 12 IN | | |
0056 601-06854 2.000 EACH | 2500.00000 5000.00| |
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 583,696.45| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 583,696.45| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -1
VENDOR RANKING
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 10/15/12
LOCATION : ON KORESSEL ROAD FROM MARX ROAD TO SR 66 PROJECT(S) : 0500144
0500145
6582002
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057095 BLANKENBERGER BROTHERS INC $ 8,735,998.00 100.0000%
2 35-1878024 RAGLE INC $ 8,826,960.45 101.0412%
3 35-0958970 LUTGRING BROTHERS INC $ 8,845,652.07 101.2552%
4 35-1139301 E & B PAVING INC $ 8,952,471.91 102.4780%
5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 9,412,225.00 107.7407%
6 35-1698047 GRADEX INC $ 9,448,187.71 108.1524%
7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 9,534,538.48 109.1408%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -2
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 47000.00000 47000.00| 95000.00000 95000.00| 53000.00000 53000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 125.00000 375.00| 80.00000 240.00| 167.00000 501.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 75.00000 5400.00| 50.00000 3600.00| 45.00000 3240.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 304339.24000 304339.24| 440000.00000 440000.00| 430000.00000 430000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 43300.00000 43300.00| 85000.00000 85000.00| 40000.00000 40000.00
CLEARING RIGHT OF WAY | | |
0015 202-01261 2.000 EACH | 1000.00000 2000.00| 725.00000 1450.00| 350.00000 700.00
TESTING FOR ASBESTOS, TYPE | | |
0016 202-02240 1678.000 SYS | 7.50000 12585.00| 6.00000 10068.00| 6.00000 10068.00
PAVEMENT REMOVAL | | |
0017 202-03000 LUMP | 21775.00000 21775.00| 8000.00000 8000.00| 9500.00000 9500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, PARCEL NO 14 | | |
0018 202-03000 LUMP | 26700.00000 26700.00| 7000.00000 7000.00| 9500.00000 9500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
. PARCEL NO 13 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -3
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-04089 3.000 EACH | 100.00000 300.00| 40.00000 120.00| 196.81000 590.43
SIGN, SHEET, REMOVE | | |
0021 203-02020 219385.000 CYS | 3.50000 767847.50| 3.60000 789786.00| 4.85000 1064017.25
EXCAVATION, UNCLASSIFIED | | |
0022 203-51223 4635.000 CYS | 4.60000 21321.00| 6.00000 27810.00| 5.00000 23175.00
EXCAVATION, WATERWAY | | |
0023 204-02290 1.000 EACH | 800.00000 800.00| 500.00000 500.00| 1500.00000 1500.00
SETTLEMENT PLATE | | |
0024 204-08415 16.000 EACH | 75.00000 1200.00| 14.00000 224.00| 68.95000 1103.20
STAKES, SETTLEMENT | | |
0025 205-03371 100.000 CYS | 15.00000 1500.00| 6.00000 600.00| 26.68000 2668.00
SEDIMENT, REMOVE | | |
0026 205-06930 3.000 TON | 100.00000 300.00| 45.00000 135.00| 500.00000 1500.00
SPLASHPAD, RIPRAP | | |
0027 205-06931 717.000 TON | 39.50000 28321.50| 35.00000 25095.00| 40.00000 28680.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06932 1107.000 LFT | 10.00000 11070.00| 8.00000 8856.00| 10.25000 11346.75
TEMPORARY CHECK DAM, STRAW BALES | | |
0029 205-06933 12.000 EACH | 120.00000 1440.00| 100.00000 1200.00| 460.00000 5520.00
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06934 163.000 TON | 335.00000 54605.00| 335.00000 54605.00| 335.00000 54605.00
TEMPORARY MULCHING | | |
0031 205-06936 152.000 TON | 35.00000 5320.00| 40.00000 6080.00| 52.00000 7904.00
TEMPORARY SEDIMENT TRAP | | |
0032 205-06937 3620.000 LFT | 5.00000 18100.00| 1.65000 5973.00| 2.30000 8326.00
TEMPORARY SILT FENCE | | |
0033 205-06938 115.000 LFT | 15.00000 1725.00| 14.00000 1610.00| 15.00000 1725.00
TEMPORARY SLOPE DRAIN | | |
0034 205-09543 100.000 TON | 28.00000 2800.00| 25.00000 2500.00| 24.00000 2400.00
NO 2 STONE | | |
0035 206-51220 960.000 CYS | 31.90000 30624.00| 200.00000 192000.00| 22.49000 21590.40
EXCAVATION, WET | | |
0036 206-51225 790.000 CYS | 10.70000 8453.00| 10.00000 7900.00| 7.64000 6035.60
EXCAVATION, DRY | | |
0037 207-08263 88764.000 SYS | 3.40000 301797.60| 3.80000 337303.20| 3.65000 323988.60
SUBGRADE TREATMENT, TYPE IA | | |
0038 207-08267 324.000 SYS | 17.00000 5508.00| 11.00000 3564.00| 16.00000 5184.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0039 211-02050 4505.000 CYS | 23.10000 104065.50| 19.00000 85595.00| 30.00000 135150.00
B BORROW | | |
0040 211-06467 108.000 CYS | 44.00000 4752.00| 42.00000 4536.00| 50.13000 5414.04
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -4
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09264 1239.000 CYS | 26.00000 32214.00| 20.00000 24780.00| 20.00000 24780.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0042 211-09265 1249.000 CYS | 42.90000 53582.10| 33.00000 41217.00| 33.85000 42278.65
STRUCTURAL BACKFILL, TYPE 2 | | |
0043 301-07448 12159.000 TON | 22.00000 267498.00| 20.00000 243180.00| 22.35000 271753.65
COMPACTED AGGREGATE, NO. 53, BASE | | |
0044 302-06464 16033.000 CYS | 39.00000 625287.00| 37.00000 593221.00| 39.55000 634105.15
SUBBASE FOR PCCP | | |
0045 302-07455 84.000 CYS | 58.00000 4872.00| 50.00000 4200.00| 59.19000 4971.96
DENSE GRADED SUBBASE | | |
0046 303-01180 199.000 TON | 20.50000 4079.50| 22.00000 4378.00| 30.00000 5970.00
COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | |
0047 401-07320 1823.000 TON | 61.50000 112114.50| 61.50000 112114.50| 61.50000 112114.50
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0048 401-07333 212.000 TON | 82.75000 17543.00| 82.75000 17543.00| 82.75000 17543.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0049 401-07389 3759.000 TON | 54.25000 203925.75| 54.25000 203925.75| 54.25000 203925.75
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0050 401-07402 353.000 TON | 66.25000 23386.25| 66.25000 23386.25| 66.25000 23386.25
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0051 401-07406 4294.000 TON | 50.00000 214700.00| 50.00000 214700.00| 50.00000 214700.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0052 401-07423 846.000 TON | 70.50000 59643.00| 70.50000 59643.00| 70.50000 59643.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0054 402-07433 16.000 TON | 103.00000 1648.00| 103.00000 1648.00| 103.00000 1648.00
HMA SURFACE, TYPE B | | |
0055 402-07438 47.000 TON | 83.50000 3924.50| 83.50000 3924.50| 83.50000 3924.50
HMA INTERMEDIATE, TYPE B | | |
0056 406-05520 15.000 TON | 400.00000 6000.00| 400.00000 6000.00| 400.00000 6000.00
ASPHALT FOR TACK COAT | | |
0057 501-06266 LUMP | 4466.71000 4466.71| 4500.00000 4500.00| 5000.00000 5000.00
PROFILOGRAPH, PCCP | | |
0058 501-06321 53120.000 SYS | 29.36000 1559603.20| 29.36000 1559603.20| 29.50000 1567040.00
QC/QA-PCCP, 10 IN | | |
0059 501-06727 LUMP | 3443.54000 3443.54| 3450.00000 3450.00| 5000.00000 5000.00
CORING, PCCP | | |
0060 503-03489 607.000 EACH | 10.00000 6070.00| 10.00000 6070.00| 17.00000 10319.00
RETROFITTED TIE BARS | | |
0061 503-05240 27100.000 LFT | 8.11000 219781.00| 8.11000 219781.00| 8.25000 223575.00
D-1 CONTRACTION JOINT | | |
0062 503-05310 104.000 LFT | 210.00000 21840.00| 140.00000 14560.00| 218.82000 22757.28
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -5
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 601-01522 4.000 EACH | 2055.00000 8220.00| 2000.00000 8000.00| 2055.00000 8220.00
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-94689 2.000 EACH | 2425.00000 4850.00| 2800.00000 5600.00| 2425.00000 4850.00
GUARDRAIL END TREATMENT, OS | | |
0065 601-94690 2.000 EACH | 4125.00000 8250.00| 3800.00000 7600.00| 4125.00000 8250.00
GUARDRAIL END TREATMENT, MS | | |
0066 601-99105 432.000 LFT | 18.00000 7776.00| 22.00000 9504.00| 18.00000 7776.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0067 601-99108 494.000 LFT | 25.00000 12350.00| 27.00000 13338.00| 25.00000 12350.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0068 602-06729 24.000 EACH | 30.00000 720.00| 11.00000 264.00| 13.00000 312.00
BARRIER DELINEATOR | | |
0069 603-06040 12647.000 LFT | 6.60000 83470.20| 5.20000 65764.40| 5.20000 65764.40
FENCE, FARM FIELD, 47 IN | | |
0070 603-06045 642.000 LFT | 12.00000 7704.00| 13.40000 8602.80| 13.40000 8602.80
FENCE, CHAIN LINK, 48 IN | | |
0071 609-06259 507.600 SYS | 63.60000 32283.36| 70.00000 35532.00| 65.63000 33313.79
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0072 610-07487 2512.000 TON | 60.00000 150720.00| 60.00000 150720.00| 60.00000 150720.00
HMA FOR APPROACHES, TYPE B | | |
0073 611-06497 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0074 611-06498 2.000 EACH | 240.00000 480.00| 200.00000 400.00| 240.00000 480.00
MAILBOX ASSEMBLY, DOUBLE | | |
0075 615-06505 3.000 EACH | 750.00000 2250.00| 540.00000 1620.00| 750.00000 2250.00
MONUMENT, B | | |
0076 615-06510 7.000 EACH | 550.00000 3850.00| 350.00000 2450.00| 550.00000 3850.00
MONUMENT, C | | |
0077 615-06515 3.000 EACH | 200.00000 600.00| 280.00000 840.00| 200.00000 600.00
MONUMENT, D | | |
0078 616-02320 11291.000 SYS | 1.10000 12420.10| 1.80000 20323.80| 1.90000 21452.90
GEOTEXTILES | | |
0079 616-05688 3111.000 TON | 34.10000 106085.10| 30.00000 93330.00| 31.70000 98618.70
RIPRAP, CLASS 1 | | |
0080 616-05689 665.000 TON | 34.60000 23009.00| 32.00000 21280.00| 35.25000 23441.25
RIPRAP, CLASS 2 | | |
0081 616-06405 2019.000 TON | 33.25000 67131.75| 31.00000 62589.00| 30.00000 60570.00
RIPRAP, REVETMENT | | |
0082 616-06451 1104.000 TON | 33.25000 36708.00| 32.00000 35328.00| 30.00000 33120.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -6
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 621-01004 3.000 EACH | 1050.00000 3150.00| 1050.00000 3150.00| 1050.00000 3150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0084 621-02770 1550.000 SYS | 0.92000 1426.00| 0.92000 1426.00| 0.92000 1426.00
EROSION CONTROL BLANKET | | |
0085 621-06545 14.100 TON | 510.00000 7191.00| 510.00000 7191.00| 510.00000 7191.00
FERTILIZER | | |
0086 621-06553 5525.000 LBS | 2.80000 15470.00| 2.80000 15470.00| 2.80000 15470.00
SEED MIXTURE, R | | |
0087 621-06557 9750.000 LBS | 1.10000 10725.00| 1.10000 10725.00| 1.10000 10725.00
SEED MIXTURE, T | | |
0088 621-06565 65.000 TON | 385.00000 25025.00| 385.00000 25025.00| 385.00000 25025.00
MULCHING MATERIAL | | |
0089 621-06567 76.000 kGAL | 1.00000 76.00| 1.00000 76.00| 1.00000 76.00
WATER | | |
0090 621-06574 16442.000 SYS | 2.94000 48339.48| 4.00000 65768.00| 2.94000 48339.48
SODDING | | |
0091 621-06575 2353.000 SYS | 2.94000 6917.82| 4.00000 9412.00| 2.94000 6917.82
SODDING, NURSERY | | |
0092 628-09402 24.000 MOS | 1600.00000 38400.00| 1000.00000 24000.00| 1900.00000 45600.00
FIELD OFFICE, B | | |
0093 628-09407 48.000 MOS | 50.00000 2400.00| 42.00000 2016.00| 47.00000 2256.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0094 701-02938 400.000 LFT | 430.00000 172000.00| 450.00000 180000.00| 218.13000 87252.00
CORED HOLE IN ROCK, 24 IN | | |
0095 701-06011 4.000 EACH | 2670.00000 10680.00| 1000.00000 4000.00| 4804.02000 19216.08
DYNAMIC PILE LOAD TEST | | |
0096 701-09557 166.000 LFT | 76.50000 12699.00| 50.00000 8300.00| 103.82000 17234.12
TEST PILE, DYNAMIC, PRODUCTION | | |
0097 701-09559 4.000 EACH | 2400.00000 9600.00| 1000.00000 4000.00| 3402.01000 13608.04
TEST PILE, DYNAMIC, RESTRIKE | | |
0098 701-09770 80.000 EACH | 125.00000 10000.00| 200.00000 16000.00| 129.61000 10368.80
PILE SHOE, HP 14 X 73 | | |
0099 701-93575 1894.000 LFT | 76.50000 144891.00| 71.00000 134474.00| 88.80000 168187.20
PILE, STEEL H, HP 14 IN X 73 , EPOXY | | |
COATED | | |
0100 702-51005 333.800 CYS | 730.00000 243674.00| 700.00000 233660.00| 551.37000 184047.31
CONCRETE, A, SUBSTRUCTURE | | |
0101 702-51015 256.000 CYS | 925.00000 236800.00| 600.00000 153600.00| 218.87000 56030.72
CONCRETE, B, FOOTINGS | | |
0102 702-51863 40.000 EACH | 50.00000 2000.00| 35.00000 1400.00| 90.63000 3625.20
FIELD DRILLED HOLE IN CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -7
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 703-06028 126468.000 LBS | 0.75000 94851.00| 0.90000 113821.20| 0.74000 93586.32
REINFORCING BARS | | |
0104 703-06029 196880.000 LBS | 0.85000 167348.00| 1.00000 196880.00| 0.89000 175223.20
REINFORCING BARS, EPOXY COATED | | |
0105 704-51002 470.000 CYS | 677.00000 318190.00| 500.00000 235000.00| 495.85000 233049.50
CONCRETE, C, SUPERSTRUCTURE | | |
0106 706-05732 8.000 EACH | 1300.00000 10400.00| 1250.00000 10000.00| 1200.00000 9600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0107 706-51020 55.200 CYS | 195.00000 10764.00| 320.00000 17664.00| 450.00000 24840.00
CONCRETE, C, RAILING | | |
0108 709-51821 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| 7159.22000 7159.22
SURFACE SEAL | | |
0109 711-51038 LUMP | 299285.00000 299285.00| 317500.00000 317500.00| 327546.25000 327546.25
STRUCTURAL STEEL | | |
0110 714-06572 275.000 LFT | 948.00000 260700.00| 1100.00000 302500.00| 977.00000 268675.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0111 715-05019 472.000 LFT | 60.00000 28320.00| 50.00000 23600.00| 67.00000 31624.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0112 715-05048 33856.000 LFT | 2.20000 74483.20| 2.45000 82947.20| 2.25000 76176.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0113 715-05049 100.000 LFT | 20.00000 2000.00| 6.00000 600.00| 20.00000 2000.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0114 715-05051 100.000 LFT | 25.00000 2500.00| 8.00000 800.00| 22.00000 2200.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0115 715-05053 5228.000 LFT | 12.00000 62736.00| 12.50000 65350.00| 8.00000 41824.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0116 715-05119 102.000 LFT | 25.00000 2550.00| 20.00000 2040.00| 30.40000 3100.80
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0117 715-05127 550.000 LFT | 74.50000 40975.00| 100.00000 55000.00| 108.50000 59675.00
PIPE, TYPE 1, CIRCULAR, 42 IN | | |
0118 715-05151 811.000 LFT | 26.60000 21572.60| 20.00000 16220.00| 26.50000 21491.50
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0119 715-05169 232.000 LFT | 30.20000 7006.40| 20.00000 4640.00| 37.00000 8584.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0120 715-05247 212.000 LFT | 112.00000 23744.00| 110.00000 23320.00| 136.00000 28832.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | |
SQ. FT. | | |
0121 715-05407 344.000 LFT | 6.00000 2064.00| 7.00000 2408.00| 10.14000 3488.16
PIPE, END BENT DRAIN, 6 IN | | |
0122 715-05691 40.000 LFT | 511.00000 20440.00| 300.00000 12000.00| 330.00000 13200.00
PIPE EXTENSION, CIRCULAR, 96 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -8
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 715-05842 6.000 EACH | 1475.00000 8850.00| 1000.00000 6000.00| 1215.00000 7290.00
CONCRETE ANCHOR, 42 IN | | |
0124 715-06691 2.000 EACH | 1615.00000 3230.00| 1500.00000 3000.00| 4400.00000 8800.00
CONCRETE ANCHOR, 96 IN | | |
0125 715-06825 2.000 EACH | 1560.00000 3120.00| 1250.00000 2500.00| 1835.00000 3670.00
CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | |
0126 715-09064 2125.000 LFT | 1.20000 2550.00| 1.21000 2571.25| 1.20000 2550.00
VIDEO INSPECTION FOR PIPE | | |
0127 715-46005 19.000 EACH | 325.00000 6175.00| 150.00000 2850.00| 360.00000 6840.00
PIPE END SECTION, 15 IN | | |
0128 715-46040 4.000 EACH | 1055.00000 4220.00| 550.00000 2200.00| 955.00000 3820.00
PIPE END SECTION, 36 IN | | |
0129 715-97686 1.000 EACH | 7085.00000 7085.00| 3700.00000 3700.00| 7200.00000 7200.00
GRATED BOX END SECTION, II, 10:1, 15 IN | | |
0130 718-06529 48.000 EACH | 560.00000 26880.00| 485.00000 23280.00| 450.00000 21600.00
OUTLET PROTECTOR, 2 | | |
0131 718-06531 10.000 EACH | 675.00000 6750.00| 455.00000 4550.00| 425.00000 4250.00
OUTLET PROTECTOR, 3 | | |
0132 718-06532 6000.000 LFT | 0.85000 5100.00| 0.70000 4200.00| 0.85000 5100.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0133 718-52610 3049.000 CYS | 38.00000 115862.00| 37.75000 115099.75| 37.00000 112813.00
AGGREGATE FOR UNDERDRAINS | | |
0134 718-99153 29859.000 SYS | 1.00000 29859.00| 0.75000 22394.25| 0.90000 26873.10
GEOTEXTILES FOR UNDERDRAIN | | |
0135 720-45065 1.000 EACH | 3536.00000 3536.00| 1900.00000 1900.00| 3300.00000 3300.00
INLET, N12 | | |
0136 720-45070 8.000 EACH | 2264.00000 18112.00| 2000.00000 16000.00| 1895.00000 15160.00
INLET, P12A | | |
0137 801-03290 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| 195.00000 1365.00
CONSTRUCTION SIGN, C | | |
0138 801-04308 8.000 EACH | 325.00000 2600.00| 325.00000 2600.00| 325.00000 2600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0139 801-06203 1000.000 LFT | 1.95000 1950.00| 1.95000 1950.00| 1.95000 1950.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0140 801-06207 6000.000 LFT | 0.98000 5880.00| 0.98000 5880.00| 0.98000 5880.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0141 801-06640 20.000 EACH | 265.00000 5300.00| 265.00000 5300.00| 265.00000 5300.00
CONSTRUCTION SIGN, A | | |
0142 801-06710 165.000 DAY | 12.00000 1980.00| 12.00000 1980.00| 12.00000 1980.00
FLASHING ARROW SIGN | | |
0143 801-06775 LUMP | 65000.00000 65000.00| 5000.00000 5000.00| 24000.00000 24000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -9
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 801-07118 480.000 LFT | 14.95000 7176.00| 14.95000 7176.00| 14.95000 7176.00
BARRICADE, III-A | | |
0145 801-07119 48.000 LFT | 21.00000 1008.00| 21.00000 1008.00| 21.00000 1008.00
BARRICADE, III-B | | |
0146 802-05701 379.000 LFT | 13.00000 4927.00| 13.00000 4927.00| 13.00000 4927.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0147 802-05702 424.000 LFT | 8.00000 3392.00| 8.00000 3392.00| 8.00000 3392.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0148 802-07059 6.000 EACH | 50.00000 300.00| 35.00000 210.00| 28.00000 168.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0149 802-07060 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
SIGN, SHEET, RELOCATE | | |
0150 802-09838 24.000 SFT | 50.00000 1200.00| 50.00000 1200.00| 50.00000 1200.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0151 802-09840 368.000 SFT | 20.00000 7360.00| 20.00000 7360.00| 20.00000 7360.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0152 802-09842 40.000 SFT | 18.00000 720.00| 18.00000 720.00| 18.00000 720.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0153 804-06771 81.000 EACH | 30.00000 2430.00| 26.00000 2106.00| 30.00000 2430.00
DELINEATOR POST, FLEXIBLE | | |
0154 808-06368 33.000 LFT | 5.95000 196.35| 5.95000 196.35| 5.95000 196.35
TRANSVERSE MARKING, REMOVE | | |
0155 808-06701 290.000 LFT | 0.48000 139.20| 0.48000 139.20| 0.48000 139.20
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0156 808-06703 2190.000 LFT | 0.48000 1051.20| 0.48000 1051.20| 0.48000 1051.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0157 808-06716 2615.000 LFT | 0.66000 1725.90| 0.65000 1699.75| 0.65000 1699.75
LINE, REMOVE | | |
0158 808-10031 4200.000 LFT | 0.42000 1764.00| 0.42000 1764.00| 0.42000 1764.00
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0159 808-10033 19605.000 LFT | 0.42000 8234.10| 0.42000 8234.10| 0.42000 8234.10
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0160 808-10034 17870.000 LFT | 0.42000 7505.40| 0.42000 7505.40| 0.42000 7505.40
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0161 808-10051 81.000 LFT | 12.95000 1048.95| 12.96000 1049.76| 12.95000 1048.95
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -10
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970
|BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 808-10052 6.000 EACH | 220.00000 1320.00| 220.00000 1320.00| 220.00000 1320.00
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0163 808-10077 12.000 EACH | 155.00000 1860.00| 155.00000 1860.00| 155.00000 1860.00
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0164 808-75245 2990.000 LFT | 0.48000 1435.20| 0.48000 1435.20| 0.48000 1435.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0165 808-75297 115.000 LFT | 6.95000 799.25| 6.95000 799.25| 6.95000 799.25
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0166 808-75320 4.000 EACH | 69.00000 276.00| 69.00000 276.00| 69.00000 276.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0167 808-75325 2.000 EACH | 99.00000 198.00| 99.00000 198.00| 99.00000 198.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0168 808-75994 15.000 EACH | 18.00000 270.00| 18.00000 270.00| 18.00000 270.00
PRISMATIC REFLECTOR | | |
0169 808-75996 6.000 EACH | 60.00000 360.00| 16.19000 97.14| 150.00000 900.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0170 808-75998 374.000 EACH | 17.95000 6713.30| 17.95000 6713.30| 17.95000 6713.30
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0171 401-07429 321.000 TON | 73.75000 23673.75| 73.75000 23673.75| 73.75000 23673.75
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0172 105-09645 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 44500.00000 44500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0173 715-05178 73.000 LFT | 93.00000 6789.00| 70.00000 5110.00| 107.00000 7811.00
PIPE, TYPE 3, CIRCULAR, 42 IN. | | |
0174 808-09381 LUMP | 1495.00000 1495.00| 1495.00000 1495.00| 1495.00000 1495.00
RETRO-REFLECTIVITY TESTING | | |
SECTION TOTALS | $ 8,735,998.00| $ 8,826,960.45| $ 8,845,652.07
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,735,998.00| $ 8,826,960.45| $ 8,845,652.07
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -11
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 105620.25000 105620.25| 110000.00000 110000.00| 250000.00000 250000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 35.00000 105.00| 230.00000 690.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 80.00000 5760.00| 120.00000 8640.00| 100.00000 7200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 447615.76000 447615.76| 470000.00000 470000.00| 472000.00000 472000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 69792.64000 69792.64| 90000.00000 90000.00| 96000.00000 96000.00
CLEARING RIGHT OF WAY | | |
0015 202-01261 2.000 EACH | 725.00000 1450.00| 725.00000 1450.00| 725.00000 1450.00
TESTING FOR ASBESTOS, TYPE | | |
0016 202-02240 1678.000 SYS | 7.50000 12585.00| 6.00000 10068.00| 10.00000 16780.00
PAVEMENT REMOVAL | | |
0017 202-03000 LUMP | 21775.00000 21775.00| 9055.00000 9055.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, PARCEL NO 14 | | |
0018 202-03000 LUMP | 26700.00000 26700.00| 9055.00000 9055.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
. PARCEL NO 13 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -12
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-04089 3.000 EACH | 30.00000 90.00| 100.00000 300.00| 30.00000 90.00
SIGN, SHEET, REMOVE | | |
0021 203-02020 219385.000 CYS | 3.50000 767847.50| 4.00000 877540.00| 5.84000 1281208.40
EXCAVATION, UNCLASSIFIED | | |
0022 203-51223 4635.000 CYS | 4.60000 21321.00| 11.00000 50985.00| 12.00000 55620.00
EXCAVATION, WATERWAY | | |
0023 204-02290 1.000 EACH | 800.00000 800.00| 1800.00000 1800.00| 1260.00000 1260.00
SETTLEMENT PLATE | | |
0024 204-08415 16.000 EACH | 75.00000 1200.00| 20.00000 320.00| 385.00000 6160.00
STAKES, SETTLEMENT | | |
0025 205-03371 100.000 CYS | 15.00000 1500.00| 10.00000 1000.00| 20.00000 2000.00
SEDIMENT, REMOVE | | |
0026 205-06930 3.000 TON | 100.00000 300.00| 100.00000 300.00| 320.00000 960.00
SPLASHPAD, RIPRAP | | |
0027 205-06931 717.000 TON | 39.50000 28321.50| 45.00000 32265.00| 31.00000 22227.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06932 1107.000 LFT | 10.20000 11291.40| 11.00000 12177.00| 7.95000 8800.65
TEMPORARY CHECK DAM, STRAW BALES | | |
0029 205-06933 12.000 EACH | 114.00000 1368.00| 118.00000 1416.00| 94.00000 1128.00
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06934 163.000 TON | 335.00000 54605.00| 335.00000 54605.00| 335.00000 54605.00
TEMPORARY MULCHING | | |
0031 205-06936 152.000 TON | 35.00000 5320.00| 33.00000 5016.00| 31.00000 4712.00
TEMPORARY SEDIMENT TRAP | | |
0032 205-06937 3620.000 LFT | 2.18000 7891.60| 2.00000 7240.00| 1.18000 4271.60
TEMPORARY SILT FENCE | | |
0033 205-06938 115.000 LFT | 15.00000 1725.00| 22.00000 2530.00| 15.00000 1725.00
TEMPORARY SLOPE DRAIN | | |
0034 205-09543 100.000 TON | 28.00000 2800.00| 40.00000 4000.00| 25.00000 2500.00
NO 2 STONE | | |
0035 206-51220 960.000 CYS | 31.90000 30624.00| 115.00000 110400.00| 35.00000 33600.00
EXCAVATION, WET | | |
0036 206-51225 790.000 CYS | 10.70000 8453.00| 17.00000 13430.00| 25.00000 19750.00
EXCAVATION, DRY | | |
0037 207-08263 88764.000 SYS | 3.40000 301797.60| 3.89000 345291.96| 4.00000 355056.00
SUBGRADE TREATMENT, TYPE IA | | |
0038 207-08267 324.000 SYS | 17.00000 5508.00| 11.00000 3564.00| 10.00000 3240.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0039 211-02050 4505.000 CYS | 23.10000 104065.50| 28.00000 126140.00| 22.00000 99110.00
B BORROW | | |
0040 211-06467 108.000 CYS | 44.00000 4752.00| 85.00000 9180.00| 50.00000 5400.00
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -13
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09264 1239.000 CYS | 26.00000 32214.00| 35.00000 43365.00| 23.00000 28497.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0042 211-09265 1249.000 CYS | 42.90000 53582.10| 45.00000 56205.00| 34.00000 42466.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0043 301-07448 12159.000 TON | 22.00000 267498.00| 22.00000 267498.00| 19.00000 231021.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0044 302-06464 16033.000 CYS | 35.10000 562758.30| 39.00000 625287.00| 30.00000 480990.00
SUBBASE FOR PCCP | | |
0045 302-07455 84.000 CYS | 58.00000 4872.00| 80.00000 6720.00| 75.00000 6300.00
DENSE GRADED SUBBASE | | |
0046 303-01180 199.000 TON | 20.50000 4079.50| 32.00000 6368.00| 25.00000 4975.00
COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | |
0047 401-07320 1823.000 TON | 61.50000 112114.50| 65.00000 118495.00| 61.50000 112114.50
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0048 401-07333 212.000 TON | 82.75000 17543.00| 77.00000 16324.00| 82.75000 17543.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0049 401-07389 3759.000 TON | 54.25000 203925.75| 58.00000 218022.00| 53.50000 201106.50
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0050 401-07402 353.000 TON | 66.25000 23386.25| 69.00000 24357.00| 66.25000 23386.25
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0051 401-07406 4294.000 TON | 50.00000 214700.00| 54.00000 231876.00| 49.00000 210406.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0052 401-07423 846.000 TON | 70.50000 59643.00| 63.00000 53298.00| 70.50000 59643.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0054 402-07433 16.000 TON | 103.00000 1648.00| 100.00000 1600.00| 103.00000 1648.00
HMA SURFACE, TYPE B | | |
0055 402-07438 47.000 TON | 83.50000 3924.50| 85.00000 3995.00| 83.50000 3924.50
HMA INTERMEDIATE, TYPE B | | |
0056 406-05520 15.000 TON | 400.00000 6000.00| 440.00000 6600.00| 400.00000 6000.00
ASPHALT FOR TACK COAT | | |
0057 501-06266 LUMP | 4466.71000 4466.71| 4000.00000 4000.00| 4000.00000 4000.00
PROFILOGRAPH, PCCP | | |
0058 501-06321 53120.000 SYS | 29.36000 1559603.20| 32.00000 1699840.00| 28.80000 1529856.00
QC/QA-PCCP, 10 IN | | |
0059 501-06727 LUMP | 3443.54000 3443.54| 4000.00000 4000.00| 4000.00000 4000.00
CORING, PCCP | | |
0060 503-03489 607.000 EACH | 10.00000 6070.00| 15.00000 9105.00| 15.00000 9105.00
RETROFITTED TIE BARS | | |
0061 503-05240 27100.000 LFT | 8.11000 219781.00| 8.00000 216800.00| 8.00000 216800.00
D-1 CONTRACTION JOINT | | |
0062 503-05310 104.000 LFT | 213.00000 22152.00| 140.00000 14560.00| 155.00000 16120.00
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -14
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 601-01522 4.000 EACH | 2055.00000 8220.00| 2000.00000 8000.00| 2055.00000 8220.00
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-94689 2.000 EACH | 2425.00000 4850.00| 2800.00000 5600.00| 2425.00000 4850.00
GUARDRAIL END TREATMENT, OS | | |
0065 601-94690 2.000 EACH | 4125.00000 8250.00| 3800.00000 7600.00| 4125.00000 8250.00
GUARDRAIL END TREATMENT, MS | | |
0066 601-99105 432.000 LFT | 18.00000 7776.00| 22.00000 9504.00| 18.00000 7776.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0067 601-99108 494.000 LFT | 25.00000 12350.00| 27.00000 13338.00| 25.00000 12350.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0068 602-06729 24.000 EACH | 30.00000 720.00| 13.00000 312.00| 13.00000 312.00
BARRIER DELINEATOR | | |
0069 603-06040 12647.000 LFT | 6.60000 83470.20| 5.20000 65764.40| 6.60000 83470.20
FENCE, FARM FIELD, 47 IN | | |
0070 603-06045 642.000 LFT | 12.00000 7704.00| 13.40000 8602.80| 12.00000 7704.00
FENCE, CHAIN LINK, 48 IN | | |
0071 609-06259 507.600 SYS | 63.60000 32283.36| 85.00000 43146.00| 85.00000 43146.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0072 610-07487 2512.000 TON | 60.00000 150720.00| 69.00000 173328.00| 60.00000 150720.00
HMA FOR APPROACHES, TYPE B | | |
0073 611-06497 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0074 611-06498 2.000 EACH | 240.00000 480.00| 200.00000 400.00| 240.00000 480.00
MAILBOX ASSEMBLY, DOUBLE | | |
0075 615-06505 3.000 EACH | 750.00000 2250.00| 540.00000 1620.00| 750.00000 2250.00
MONUMENT, B | | |
0076 615-06510 7.000 EACH | 550.00000 3850.00| 350.00000 2450.00| 550.00000 3850.00
MONUMENT, C | | |
0077 615-06515 3.000 EACH | 200.00000 600.00| 100.00000 300.00| 200.00000 600.00
MONUMENT, D | | |
0078 616-02320 11291.000 SYS | 1.10000 12420.10| 1.90000 21452.90| 1.15000 12984.65
GEOTEXTILES | | |
0079 616-05688 3111.000 TON | 34.10000 106085.10| 35.00000 108885.00| 36.00000 111996.00
RIPRAP, CLASS 1 | | |
0080 616-05689 665.000 TON | 34.60000 23009.00| 50.00000 33250.00| 37.00000 24605.00
RIPRAP, CLASS 2 | | |
0081 616-06405 2019.000 TON | 33.25000 67131.75| 31.00000 62589.00| 34.00000 68646.00
RIPRAP, REVETMENT | | |
0082 616-06451 1104.000 TON | 33.25000 36708.00| 38.00000 41952.00| 34.00000 37536.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -15
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 621-01004 3.000 EACH | 1050.00000 3150.00| 1050.00000 3150.00| 1050.00000 3150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0084 621-02770 1550.000 SYS | 0.92000 1426.00| 0.92000 1426.00| 0.92000 1426.00
EROSION CONTROL BLANKET | | |
0085 621-06545 14.100 TON | 510.00000 7191.00| 510.00000 7191.00| 510.00000 7191.00
FERTILIZER | | |
0086 621-06553 5525.000 LBS | 2.80000 15470.00| 2.80000 15470.00| 2.80000 15470.00
SEED MIXTURE, R | | |
0087 621-06557 9750.000 LBS | 1.10000 10725.00| 1.10000 10725.00| 1.10000 10725.00
SEED MIXTURE, T | | |
0088 621-06565 65.000 TON | 385.00000 25025.00| 385.00000 25025.00| 385.00000 25025.00
MULCHING MATERIAL | | |
0089 621-06567 76.000 kGAL | 1.00000 76.00| 1.00000 76.00| 1.00000 76.00
WATER | | |
0090 621-06574 16442.000 SYS | 2.63000 43242.46| 2.80000 46037.60| 3.00000 49326.00
SODDING | | |
0091 621-06575 2353.000 SYS | 2.63000 6188.39| 2.80000 6588.40| 3.00000 7059.00
SODDING, NURSERY | | |
0092 628-09402 24.000 MOS | 2567.00000 61608.00| 2200.00000 52800.00| 1800.00000 43200.00
FIELD OFFICE, B | | |
0093 628-09407 48.000 MOS | 212.00000 10176.00| 70.00000 3360.00| 250.00000 12000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0094 701-02938 400.000 LFT | 430.00000 172000.00| 235.00000 94000.00| 220.00000 88000.00
CORED HOLE IN ROCK, 24 IN | | |
0095 701-06011 4.000 EACH | 2670.00000 10680.00| 650.00000 2600.00| 1000.00000 4000.00
DYNAMIC PILE LOAD TEST | | |
0096 701-09557 166.000 LFT | 76.50000 12699.00| 85.00000 14110.00| 85.00000 14110.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0097 701-09559 4.000 EACH | 2400.00000 9600.00| 900.00000 3600.00| 1000.00000 4000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0098 701-09770 80.000 EACH | 125.00000 10000.00| 125.00000 10000.00| 160.00000 12800.00
PILE SHOE, HP 14 X 73 | | |
0099 701-93575 1894.000 LFT | 76.50000 144891.00| 85.00000 160990.00| 85.00000 160990.00
PILE, STEEL H, HP 14 IN X 73 , EPOXY | | |
COATED | | |
0100 702-51005 333.800 CYS | 730.00000 243674.00| 675.00000 225315.00| 400.00000 133520.00
CONCRETE, A, SUBSTRUCTURE | | |
0101 702-51015 256.000 CYS | 925.00000 236800.00| 300.00000 76800.00| 400.00000 102400.00
CONCRETE, B, FOOTINGS | | |
0102 702-51863 40.000 EACH | 50.00000 2000.00| 20.00000 800.00| 40.00000 1600.00
FIELD DRILLED HOLE IN CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -16
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 703-06028 126468.000 LBS | 0.75000 94851.00| 0.80000 101174.40| 0.90000 113821.20
REINFORCING BARS | | |
0104 703-06029 196880.000 LBS | 0.85000 167348.00| 0.85000 167348.00| 1.00000 196880.00
REINFORCING BARS, EPOXY COATED | | |
0105 704-51002 470.000 CYS | 677.00000 318190.00| 625.00000 293750.00| 400.00000 188000.00
CONCRETE, C, SUPERSTRUCTURE | | |
0106 706-05732 8.000 EACH | 1250.00000 10000.00| 1250.00000 10000.00| 1400.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0107 706-51020 55.200 CYS | 320.00000 17664.00| 360.00000 19872.00| 350.00000 19320.00
CONCRETE, C, RAILING | | |
0108 709-51821 LUMP | 8500.00000 8500.00| 6159.00000 6159.00| 6000.00000 6000.00
SURFACE SEAL | | |
0109 711-51038 LUMP | 299285.00000 299285.00| 370000.00000 370000.00| 460000.00000 460000.00
STRUCTURAL STEEL | | |
0110 714-06572 275.000 LFT | 948.00000 260700.00| 1050.00000 288750.00| 985.00000 270875.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0111 715-05019 472.000 LFT | 60.00000 28320.00| 65.00000 30680.00| 83.00000 39176.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0112 715-05048 33856.000 LFT | 2.20000 74483.20| 2.45000 82947.20| 3.50000 118496.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0113 715-05049 100.000 LFT | 20.00000 2000.00| 17.00000 1700.00| 11.50000 1150.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0114 715-05051 100.000 LFT | 25.00000 2500.00| 18.00000 1800.00| 12.50000 1250.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0115 715-05053 5228.000 LFT | 12.00000 62736.00| 12.50000 65350.00| 11.00000 57508.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0116 715-05119 102.000 LFT | 25.00000 2550.00| 28.00000 2856.00| 35.00000 3570.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0117 715-05127 550.000 LFT | 74.50000 40975.00| 85.00000 46750.00| 99.00000 54450.00
PIPE, TYPE 1, CIRCULAR, 42 IN | | |
0118 715-05151 811.000 LFT | 26.60000 21572.60| 34.00000 27574.00| 35.00000 28385.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0119 715-05169 232.000 LFT | 30.20000 7006.40| 30.00000 6960.00| 35.00000 8120.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0120 715-05247 212.000 LFT | 112.00000 23744.00| 120.00000 25440.00| 209.00000 44308.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | |
SQ. FT. | | |
0121 715-05407 344.000 LFT | 6.00000 2064.00| 8.00000 2752.00| 10.00000 3440.00
PIPE, END BENT DRAIN, 6 IN | | |
0122 715-05691 40.000 LFT | 511.00000 20440.00| 280.00000 11200.00| 350.00000 14000.00
PIPE EXTENSION, CIRCULAR, 96 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -17
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 715-05842 6.000 EACH | 1475.00000 8850.00| 2400.00000 14400.00| 2220.00000 13320.00
CONCRETE ANCHOR, 42 IN | | |
0124 715-06691 2.000 EACH | 1615.00000 3230.00| 2900.00000 5800.00| 3175.00000 6350.00
CONCRETE ANCHOR, 96 IN | | |
0125 715-06825 2.000 EACH | 1560.00000 3120.00| 2800.00000 5600.00| 1800.00000 3600.00
CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | |
0126 715-09064 2125.000 LFT | 1.20000 2550.00| 1.20000 2550.00| 1.00000 2125.00
VIDEO INSPECTION FOR PIPE | | |
0127 715-46005 19.000 EACH | 325.00000 6175.00| 320.00000 6080.00| 585.00000 11115.00
PIPE END SECTION, 15 IN | | |
0128 715-46040 4.000 EACH | 1055.00000 4220.00| 900.00000 3600.00| 1225.00000 4900.00
PIPE END SECTION, 36 IN | | |
0129 715-97686 1.000 EACH | 7085.00000 7085.00| 7800.00000 7800.00| 5300.00000 5300.00
GRATED BOX END SECTION, II, 10:1, 15 IN | | |
0130 718-06529 48.000 EACH | 560.00000 26880.00| 485.00000 23280.00| 320.00000 15360.00
OUTLET PROTECTOR, 2 | | |
0131 718-06531 10.000 EACH | 675.00000 6750.00| 455.00000 4550.00| 265.00000 2650.00
OUTLET PROTECTOR, 3 | | |
0132 718-06532 6000.000 LFT | 0.85000 5100.00| 0.70000 4200.00| 1.00000 6000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0133 718-52610 3049.000 CYS | 38.00000 115862.00| 37.75000 115099.75| 33.00000 100617.00
AGGREGATE FOR UNDERDRAINS | | |
0134 718-99153 29859.000 SYS | 1.00000 29859.00| 0.75000 22394.25| 1.00000 29859.00
GEOTEXTILES FOR UNDERDRAIN | | |
0135 720-45065 1.000 EACH | 3536.00000 3536.00| 4700.00000 4700.00| 1860.00000 1860.00
INLET, N12 | | |
0136 720-45070 8.000 EACH | 2264.00000 18112.00| 2900.00000 23200.00| 2070.00000 16560.00
INLET, P12A | | |
0137 801-03290 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| 195.00000 1365.00
CONSTRUCTION SIGN, C | | |
0138 801-04308 8.000 EACH | 325.00000 2600.00| 325.00000 2600.00| 325.00000 2600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0139 801-06203 1000.000 LFT | 1.95000 1950.00| 1.95000 1950.00| 1.95000 1950.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0140 801-06207 6000.000 LFT | 0.98000 5880.00| 0.98000 5880.00| 0.98000 5880.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0141 801-06640 20.000 EACH | 265.00000 5300.00| 265.00000 5300.00| 265.00000 5300.00
CONSTRUCTION SIGN, A | | |
0142 801-06710 165.000 DAY | 12.00000 1980.00| 12.00000 1980.00| 12.00000 1980.00
FLASHING ARROW SIGN | | |
0143 801-06775 LUMP | 67820.00000 67820.00| 82436.83000 82436.83| 115000.00000 115000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -18
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 801-07118 480.000 LFT | 14.95000 7176.00| 14.95000 7176.00| 14.95000 7176.00
BARRICADE, III-A | | |
0145 801-07119 48.000 LFT | 21.00000 1008.00| 21.00000 1008.00| 21.00000 1008.00
BARRICADE, III-B | | |
0146 802-05701 379.000 LFT | 14.40000 5457.60| 17.00000 6443.00| 13.00000 4927.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0147 802-05702 424.000 LFT | 10.00000 4240.00| 16.00000 6784.00| 8.00000 3392.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0148 802-07059 6.000 EACH | 40.00000 240.00| 75.00000 450.00| 35.00000 210.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0149 802-07060 2.000 EACH | 40.00000 80.00| 100.00000 200.00| 50.00000 100.00
SIGN, SHEET, RELOCATE | | |
0150 802-09838 24.000 SFT | 31.50000 756.00| 18.00000 432.00| 50.00000 1200.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0151 802-09840 368.000 SFT | 14.40000 5299.20| 19.00000 6992.00| 20.00000 7360.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0152 802-09842 40.000 SFT | 42.00000 1680.00| 21.00000 840.00| 18.00000 720.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0153 804-06771 81.000 EACH | 30.00000 2430.00| 26.00000 2106.00| 30.00000 2430.00
DELINEATOR POST, FLEXIBLE | | |
0154 808-06368 33.000 LFT | 5.95000 196.35| 5.95000 196.35| 5.95000 196.35
TRANSVERSE MARKING, REMOVE | | |
0155 808-06701 290.000 LFT | 0.48000 139.20| 0.48000 139.20| 0.48000 139.20
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0156 808-06703 2190.000 LFT | 0.48000 1051.20| 0.48000 1051.20| 0.48000 1051.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0157 808-06716 2615.000 LFT | 0.65000 1699.75| 0.65000 1699.75| 0.65000 1699.75
LINE, REMOVE | | |
0158 808-10031 4200.000 LFT | 0.42000 1764.00| 0.42000 1764.00| 0.42000 1764.00
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0159 808-10033 19605.000 LFT | 0.42000 8234.10| 0.42000 8234.10| 0.42000 8234.10
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0160 808-10034 17870.000 LFT | 0.42000 7505.40| 0.42000 7505.40| 0.42000 7505.40
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0161 808-10051 81.000 LFT | 12.95000 1048.95| 12.96000 1049.76| 12.96000 1049.76
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -19
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047
|E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 808-10052 6.000 EACH | 220.00000 1320.00| 220.00000 1320.00| 220.00000 1320.00
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0163 808-10077 12.000 EACH | 155.00000 1860.00| 155.00000 1860.00| 155.00000 1860.00
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0164 808-75245 2990.000 LFT | 0.48000 1435.20| 0.48000 1435.20| 0.48000 1435.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0165 808-75297 115.000 LFT | 6.95000 799.25| 6.95000 799.25| 6.95000 799.25
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0166 808-75320 4.000 EACH | 69.00000 276.00| 69.00000 276.00| 69.00000 276.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0167 808-75325 2.000 EACH | 99.00000 198.00| 99.00000 198.00| 99.00000 198.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0168 808-75994 15.000 EACH | 18.00000 270.00| 18.00000 270.00| 18.00000 270.00
PRISMATIC REFLECTOR | | |
0169 808-75996 6.000 EACH | 60.00000 360.00| 500.00000 3000.00| 200.00000 1200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0170 808-75998 374.000 EACH | 17.95000 6713.30| 17.95000 6713.30| 17.95000 6713.30
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0171 401-07429 321.000 TON | 73.75000 23673.75| 69.00000 22149.00| 73.75000 23673.75
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0172 105-09645 LUMP | 31825.00000 31825.00| 39000.00000 39000.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0173 715-05178 73.000 LFT | 93.00000 6789.00| 90.00000 6570.00| 92.00000 6716.00
PIPE, TYPE 3, CIRCULAR, 42 IN. | | |
0174 808-09381 LUMP | 1495.00000 1495.00| 1495.00000 1495.00| 1495.00000 1495.00
RETRO-REFLECTIVITY TESTING | | |
SECTION TOTALS | $ 8,952,471.91| $ 9,412,225.00| $ 9,448,187.71
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,952,471.91| $ 9,412,225.00| $ 9,448,187.71
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -20
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 85500.00000 85500.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 30.00000 90.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 60.00000 4320.00| |
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 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 475000.00000 475000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 72450.00000 72450.00| |
CLEARING RIGHT OF WAY | | |
0015 202-01261 2.000 EACH | 725.00000 1450.00| |
TESTING FOR ASBESTOS, TYPE | | |
0016 202-02240 1678.000 SYS | 7.00000 11746.00| |
PAVEMENT REMOVAL | | |
0017 202-03000 LUMP | 12000.00000 12000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, PARCEL NO 14 | | |
0018 202-03000 LUMP | 12000.00000 12000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
. PARCEL NO 13 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -21
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-04089 3.000 EACH | 105.00000 315.00| |
SIGN, SHEET, REMOVE | | |
0021 203-02020 219385.000 CYS | 5.00000 1096925.00| |
EXCAVATION, UNCLASSIFIED | | |
0022 203-51223 4635.000 CYS | 7.45000 34530.75| |
EXCAVATION, WATERWAY | | |
0023 204-02290 1.000 EACH | 1710.00000 1710.00| |
SETTLEMENT PLATE | | |
0024 204-08415 16.000 EACH | 330.00000 5280.00| |
STAKES, SETTLEMENT | | |
0025 205-03371 100.000 CYS | 19.95000 1995.00| |
SEDIMENT, REMOVE | | |
0026 205-06930 3.000 TON | 49.75000 149.25| |
SPLASHPAD, RIPRAP | | |
0027 205-06931 717.000 TON | 41.00000 29397.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06932 1107.000 LFT | 7.95000 8800.65| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0029 205-06933 12.000 EACH | 94.00000 1128.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06934 163.000 TON | 335.00000 54605.00| |
TEMPORARY MULCHING | | |
0031 205-06936 152.000 TON | 32.00000 4864.00| |
TEMPORARY SEDIMENT TRAP | | |
0032 205-06937 3620.000 LFT | 1.18000 4271.60| |
TEMPORARY SILT FENCE | | |
0033 205-06938 115.000 LFT | 24.00000 2760.00| |
TEMPORARY SLOPE DRAIN | | |
0034 205-09543 100.000 TON | 25.25000 2525.00| |
NO 2 STONE | | |
0035 206-51220 960.000 CYS | 220.00000 211200.00| |
EXCAVATION, WET | | |
0036 206-51225 790.000 CYS | 20.00000 15800.00| |
EXCAVATION, DRY | | |
0037 207-08263 88764.000 SYS | 4.60000 408314.40| |
SUBGRADE TREATMENT, TYPE IA | | |
0038 207-08267 324.000 SYS | 9.30000 3013.20| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0039 211-02050 4505.000 CYS | 26.30000 118481.50| |
B BORROW | | |
0040 211-06467 108.000 CYS | 40.00000 4320.00| |
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -22
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09264 1239.000 CYS | 28.00000 34692.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0042 211-09265 1249.000 CYS | 42.00000 52458.00| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0043 301-07448 12159.000 TON | 25.50000 310054.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0044 302-06464 16033.000 CYS | 38.75000 621278.75| |
SUBBASE FOR PCCP | | |
0045 302-07455 84.000 CYS | 50.00000 4200.00| |
DENSE GRADED SUBBASE | | |
0046 303-01180 199.000 TON | 31.00000 6169.00| |
COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | |
0047 401-07320 1823.000 TON | 61.50000 112114.50| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0048 401-07333 212.000 TON | 82.75000 17543.00| |
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0049 401-07389 3759.000 TON | 54.25000 203925.75| |
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0050 401-07402 353.000 TON | 66.25000 23386.25| |
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0051 401-07406 4294.000 TON | 50.00000 214700.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0052 401-07423 846.000 TON | 70.50000 59643.00| |
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0054 402-07433 16.000 TON | 103.00000 1648.00| |
HMA SURFACE, TYPE B | | |
0055 402-07438 47.000 TON | 83.50000 3924.50| |
HMA INTERMEDIATE, TYPE B | | |
0056 406-05520 15.000 TON | 400.00000 6000.00| |
ASPHALT FOR TACK COAT | | |
0057 501-06266 LUMP | 4000.00000 4000.00| |
PROFILOGRAPH, PCCP | | |
0058 501-06321 53120.000 SYS | 28.80000 1529856.00| |
QC/QA-PCCP, 10 IN | | |
0059 501-06727 LUMP | 4000.00000 4000.00| |
CORING, PCCP | | |
0060 503-03489 607.000 EACH | 15.00000 9105.00| |
RETROFITTED TIE BARS | | |
0061 503-05240 27100.000 LFT | 8.00000 216800.00| |
D-1 CONTRACTION JOINT | | |
0062 503-05310 104.000 LFT | 130.00000 13520.00| |
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -23
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 601-01522 4.000 EACH | 2000.00000 8000.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-94689 2.000 EACH | 2800.00000 5600.00| |
GUARDRAIL END TREATMENT, OS | | |
0065 601-94690 2.000 EACH | 3800.00000 7600.00| |
GUARDRAIL END TREATMENT, MS | | |
0066 601-99105 432.000 LFT | 22.00000 9504.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0067 601-99108 494.000 LFT | 27.00000 13338.00| |
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0068 602-06729 24.000 EACH | 7.00000 168.00| |
BARRIER DELINEATOR | | |
0069 603-06040 12647.000 LFT | 5.20000 65764.40| |
FENCE, FARM FIELD, 47 IN | | |
0070 603-06045 642.000 LFT | 13.40000 8602.80| |
FENCE, CHAIN LINK, 48 IN | | |
0071 609-06259 507.600 SYS | 65.00000 32994.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0072 610-07487 2512.000 TON | 60.00000 150720.00| |
HMA FOR APPROACHES, TYPE B | | |
0073 611-06497 2.000 EACH | 150.00000 300.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0074 611-06498 2.000 EACH | 200.00000 400.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0075 615-06505 3.000 EACH | 540.00000 1620.00| |
MONUMENT, B | | |
0076 615-06510 7.000 EACH | 350.00000 2450.00| |
MONUMENT, C | | |
0077 615-06515 3.000 EACH | 280.00000 840.00| |
MONUMENT, D | | |
0078 616-02320 11291.000 SYS | 2.25000 25404.75| |
GEOTEXTILES | | |
0079 616-05688 3111.000 TON | 30.00000 93330.00| |
RIPRAP, CLASS 1 | | |
0080 616-05689 665.000 TON | 40.00000 26600.00| |
RIPRAP, CLASS 2 | | |
0081 616-06405 2019.000 TON | 39.00000 78741.00| |
RIPRAP, REVETMENT | | |
0082 616-06451 1104.000 TON | 38.70000 42724.80| |
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -24
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 621-01004 3.000 EACH | 1050.00000 3150.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0084 621-02770 1550.000 SYS | 0.92000 1426.00| |
EROSION CONTROL BLANKET | | |
0085 621-06545 14.100 TON | 510.00000 7191.00| |
FERTILIZER | | |
0086 621-06553 5525.000 LBS | 2.80000 15470.00| |
SEED MIXTURE, R | | |
0087 621-06557 9750.000 LBS | 1.10000 10725.00| |
SEED MIXTURE, T | | |
0088 621-06565 65.000 TON | 385.00000 25025.00| |
MULCHING MATERIAL | | |
0089 621-06567 76.000 kGAL | 1.00000 76.00| |
WATER | | |
0090 621-06574 16442.000 SYS | 2.63000 43242.46| |
SODDING | | |
0091 621-06575 2353.000 SYS | 2.63000 6188.39| |
SODDING, NURSERY | | |
0092 628-09402 24.000 MOS | 2100.00000 50400.00| |
FIELD OFFICE, B | | |
0093 628-09407 48.000 MOS | 292.00000 14016.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0094 701-02938 400.000 LFT | 500.00000 200000.00| |
CORED HOLE IN ROCK, 24 IN | | |
0095 701-06011 4.000 EACH | 750.00000 3000.00| |
DYNAMIC PILE LOAD TEST | | |
0096 701-09557 166.000 LFT | 50.00000 8300.00| |
TEST PILE, DYNAMIC, PRODUCTION | | |
0097 701-09559 4.000 EACH | 750.00000 3000.00| |
TEST PILE, DYNAMIC, RESTRIKE | | |
0098 701-09770 80.000 EACH | 175.00000 14000.00| |
PILE SHOE, HP 14 X 73 | | |
0099 701-93575 1894.000 LFT | 75.00000 142050.00| |
PILE, STEEL H, HP 14 IN X 73 , EPOXY | | |
COATED | | |
0100 702-51005 333.800 CYS | 725.00000 242005.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0101 702-51015 256.000 CYS | 650.00000 166400.00| |
CONCRETE, B, FOOTINGS | | |
0102 702-51863 40.000 EACH | 25.00000 1000.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -25
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 703-06028 126468.000 LBS | 0.90000 113821.20| |
REINFORCING BARS | | |
0104 703-06029 196880.000 LBS | 0.95000 187036.00| |
REINFORCING BARS, EPOXY COATED | | |
0105 704-51002 470.000 CYS | 500.00000 235000.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0106 706-05732 8.000 EACH | 1250.00000 10000.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0107 706-51020 55.200 CYS | 320.00000 17664.00| |
CONCRETE, C, RAILING | | |
0108 709-51821 LUMP | 7320.00000 7320.00| |
SURFACE SEAL | | |
0109 711-51038 LUMP | 332500.00000 332500.00| |
STRUCTURAL STEEL | | |
0110 714-06572 275.000 LFT | 935.00000 257125.00| |
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0111 715-05019 472.000 LFT | 64.50000 30444.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0112 715-05048 33856.000 LFT | 2.25000 76176.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0113 715-05049 100.000 LFT | 22.30000 2230.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0114 715-05051 100.000 LFT | 25.25000 2525.00| |
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0115 715-05053 5228.000 LFT | 8.50000 44438.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0116 715-05119 102.000 LFT | 40.30000 4110.60| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0117 715-05127 550.000 LFT | 94.10000 51755.00| |
PIPE, TYPE 1, CIRCULAR, 42 IN | | |
0118 715-05151 811.000 LFT | 34.75000 28182.25| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0119 715-05169 232.000 LFT | 37.40000 8676.80| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0120 715-05247 212.000 LFT | 126.00000 26712.00| |
PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | |
SQ. FT. | | |
0121 715-05407 344.000 LFT | 6.00000 2064.00| |
PIPE, END BENT DRAIN, 6 IN | | |
0122 715-05691 40.000 LFT | 395.00000 15800.00| |
PIPE EXTENSION, CIRCULAR, 96 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -26
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 715-05842 6.000 EACH | 2050.00000 12300.00| |
CONCRETE ANCHOR, 42 IN | | |
0124 715-06691 2.000 EACH | 2895.00000 5790.00| |
CONCRETE ANCHOR, 96 IN | | |
0125 715-06825 2.000 EACH | 2180.00000 4360.00| |
CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | |
0126 715-09064 2125.000 LFT | 1.20000 2550.00| |
VIDEO INSPECTION FOR PIPE | | |
0127 715-46005 19.000 EACH | 305.00000 5795.00| |
PIPE END SECTION, 15 IN | | |
0128 715-46040 4.000 EACH | 1200.00000 4800.00| |
PIPE END SECTION, 36 IN | | |
0129 715-97686 1.000 EACH | 7740.00000 7740.00| |
GRATED BOX END SECTION, II, 10:1, 15 IN | | |
0130 718-06529 48.000 EACH | 550.00000 26400.00| |
OUTLET PROTECTOR, 2 | | |
0131 718-06531 10.000 EACH | 550.00000 5500.00| |
OUTLET PROTECTOR, 3 | | |
0132 718-06532 6000.000 LFT | 0.85000 5100.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0133 718-52610 3049.000 CYS | 39.00000 118911.00| |
AGGREGATE FOR UNDERDRAINS | | |
0134 718-99153 29859.000 SYS | 0.90000 26873.10| |
GEOTEXTILES FOR UNDERDRAIN | | |
0135 720-45065 1.000 EACH | 4360.00000 4360.00| |
INLET, N12 | | |
0136 720-45070 8.000 EACH | 2800.00000 22400.00| |
INLET, P12A | | |
0137 801-03290 7.000 EACH | 195.00000 1365.00| |
CONSTRUCTION SIGN, C | | |
0138 801-04308 8.000 EACH | 325.00000 2600.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0139 801-06203 1000.000 LFT | 1.95000 1950.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0140 801-06207 6000.000 LFT | 0.98000 5880.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0141 801-06640 20.000 EACH | 265.00000 5300.00| |
CONSTRUCTION SIGN, A | | |
0142 801-06710 165.000 DAY | 12.00000 1980.00| |
FLASHING ARROW SIGN | | |
0143 801-06775 LUMP | 27650.00000 27650.00| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -27
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 801-07118 480.000 LFT | 14.95000 7176.00| |
BARRICADE, III-A | | |
0145 801-07119 48.000 LFT | 21.00000 1008.00| |
BARRICADE, III-B | | |
0146 802-05701 379.000 LFT | 17.00000 6443.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0147 802-05702 424.000 LFT | 16.00000 6784.00| |
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0148 802-07059 6.000 EACH | 50.00000 300.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0149 802-07060 2.000 EACH | 100.00000 200.00| |
SIGN, SHEET, RELOCATE | | |
0150 802-09838 24.000 SFT | 18.00000 432.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0151 802-09840 368.000 SFT | 19.00000 6992.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0152 802-09842 40.000 SFT | 21.00000 840.00| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0153 804-06771 81.000 EACH | 26.00000 2106.00| |
DELINEATOR POST, FLEXIBLE | | |
0154 808-06368 33.000 LFT | 5.95000 196.35| |
TRANSVERSE MARKING, REMOVE | | |
0155 808-06701 290.000 LFT | 0.48000 139.20| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0156 808-06703 2190.000 LFT | 0.48000 1051.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0157 808-06716 2615.000 LFT | 0.65000 1699.75| |
LINE, REMOVE | | |
0158 808-10031 4200.000 LFT | 0.42000 1764.00| |
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0159 808-10033 19605.000 LFT | 0.42000 8234.10| |
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0160 808-10034 17870.000 LFT | 0.42000 7505.40| |
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0161 808-10051 81.000 LFT | 12.95000 1048.95| |
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 220 -28
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1009310 |( ) |( )
|DEIG BROTHERS LUMBER & CONST | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 808-10052 6.000 EACH | 220.00000 1320.00| |
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0163 808-10077 12.000 EACH | 155.00000 1860.00| |
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0164 808-75245 2990.000 LFT | 0.48000 1435.20| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0165 808-75297 115.000 LFT | 6.95000 799.25| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0166 808-75320 4.000 EACH | 69.00000 276.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0167 808-75325 2.000 EACH | 99.00000 198.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0168 808-75994 15.000 EACH | 18.00000 270.00| |
PRISMATIC REFLECTOR | | |
0169 808-75996 6.000 EACH | 220.00000 1320.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0170 808-75998 374.000 EACH | 17.95000 6713.30| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0171 401-07429 321.000 TON | 73.75000 23673.75| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0172 105-09645 LUMP | 15000.88000 15000.88| |
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0173 715-05178 73.000 LFT | 106.00000 7738.00| |
PIPE, TYPE 3, CIRCULAR, 42 IN. | | |
0174 808-09381 LUMP | 1495.00000 1495.00| |
RETRO-REFLECTIVITY TESTING | | |
SECTION TOTALS | $ 9,534,538.48| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9,534,538.48| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 11/15/11
LOCATION : ON SR 54 FROM 3.47 MILES EAST OF US 41 PROJECT(S) : 0400101
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1878024 RAGLE INC $ 328,895.30 100.0000%
2 35-1801998 CLR INC $ 410,794.35 124.9013%
3 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 412,847.77 125.5256%
4 35-1357381 DAVE OMARA CONTRACTOR INC $ 416,351.60 126.5909%
5 35-1875662 CRIDER & CRIDER INC $ 489,072.24 148.7015%
6 38-3806996 HIS CONSTRUCTORS INC $ 508,650.00 154.6541%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 617,718.24 187.8161%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -2
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873
|RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I
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 | 3000.00000 3000.00| 4500.00000 4500.00| 4603.00000 4603.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 25.00000 50.00| 236.05000 472.10
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 30.00000 720.00| 25.00000 600.00| 177.04000 4248.96
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 16000.00000 16000.00| 20500.00000 20500.00| 31209.00000 31209.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 3250.00000 3250.00| 9000.00000 9000.00| 5901.28000 5901.28
CLEARING RIGHT OF WAY | | |
0012 202-02240 130.000 SYS | 5.25000 682.50| 40.00000 5200.00| 5.86000 761.80
PAVEMENT REMOVAL | | |
0013 202-51330 LUMP | 30000.00000 30000.00| 18000.00000 18000.00| 9045.83000 9045.83
PRESENT STRUCTURE, REMOVE , SLABTOP | | |
CULVERT | | |
0014 202-74035 3.000 EACH | 50.00000 150.00| 55.00000 165.00| 44.84000 134.52
SIGN, REMOVE | | |
0016 202-96133 50.000 LFT | 6.00000 300.00| 17.00000 850.00| 8.80000 440.00
PIPE, REMOVE | | |
0017 203-02000 650.000 CYS | 15.00000 9750.00| 35.00000 22750.00| 6.25000 4062.50
EXCAVATION, COMMON | | |
0018 205-03371 10.000 CYS | 6.00000 60.00| 25.00000 250.00| 5.32000 53.20
SEDIMENT, REMOVE | | |
0019 205-06934 2.000 TON | 300.00000 600.00| 400.00000 800.00| 354.08000 708.16
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -3
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873
|RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 430.000 LFT | 2.50000 1075.00| 2.25000 967.50| 1.65000 709.50
TEMPORARY SILT FENCE | | |
0021 205-09543 100.000 TON | 30.00000 3000.00| 15.00000 1500.00| 11.63000 1163.00
NO 2 STONE | | |
0022 206-93520 1950.000 SFT | 1.00000 1950.00| 10.00000 19500.00| 15.00000 29250.00
TEMPORARY SHEET PILING | | |
0023 207-08263 783.000 SYS | 21.00000 16443.00| 17.00000 13311.00| 17.83000 13960.89
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 64.000 SYS | 16.00000 1024.00| 30.00000 1920.00| 16.86000 1079.04
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-02050 163.000 CYS | 25.00000 4075.00| 35.00000 5705.00| 22.11000 3603.93
B BORROW | | |
0026 211-09265 600.000 CYS | 18.00000 10800.00| 30.00000 18000.00| 31.12000 18672.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 301-07448 880.000 TON | 23.00000 20240.00| 42.00000 36960.00| 19.72000 17353.60
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08043 1200.000 SYS | 2.50000 3000.00| 1.50000 1800.00| 4.03000 4836.00
MILLING, TRANSITION | | |
0029 402-07433 139.000 TON | 72.00000 10008.00| 115.00000 15985.00| 84.98000 11812.22
HMA SURFACE, TYPE B | | |
0030 402-07438 267.000 TON | 63.00000 16821.00| 70.00000 18690.00| 74.36000 19854.12
HMA INTERMEDIATE, TYPE B | | |
0031 402-07453 54.000 TON | 100.00000 5400.00| 168.00000 9072.00| 114.49000 6182.46
HMA FOR TEMPORARY PAVEMENT | | |
0032 406-05520 1.000 TON | 510.68000 510.68| 510.00000 510.00| 602.73000 602.73
ASPHALT FOR TACK COAT | | |
0033 601-01848 1.000 EACH | 1995.00000 1995.00| 2215.00000 2215.00| 2354.61000 2354.61
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0034 601-02206 163.000 LFT | 12.25000 1996.75| 13.60000 2216.80| 14.46000 2356.98
TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | |
SPACING | | |
0035 601-06854 1.000 EACH | 2295.00000 2295.00| 2550.00000 2550.00| 2708.69000 2708.69
GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | |
0036 601-94689 3.000 EACH | 2595.00000 7785.00| 2880.00000 8640.00| 3062.77000 9188.31
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 2295.00000 4590.00| 2550.00000 5100.00| 2708.69000 5417.38
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 388.000 LFT | 27.90000 10825.20| 31.00000 12028.00| 32.93000 12776.84
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0039 610-07487 18.000 TON | 127.29000 2291.22| 145.00000 2610.00| 150.23000 2704.14
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -4
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873
|RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06490 20.000 EACH | 115.00000 2300.00| 89.00000 1780.00| 135.73000 2714.60
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 695.00000 1390.00| 500.00000 1000.00| 820.28000 1640.56
MONUMENT, B | | |
0042 615-06530 1.000 EACH | 825.00000 825.00| 500.00000 500.00| 973.71000 973.71
BENCH MARK POST | | |
0043 616-02320 966.000 SYS | 1.75000 1690.50| 6.00000 5796.00| 1.71000 1651.86
GEOTEXTILES | | |
0044 616-05688 26.000 TON | 40.00000 1040.00| 75.20000 1955.20| 25.37000 659.62
RIPRAP, CLASS 1 | | |
0045 616-06451 295.000 TON | 40.00000 11800.00| 32.00000 9440.00| 23.55000 6947.25
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 500.00000 1000.00| 250.00000 500.00| 590.13000 1180.26
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02770 651.000 SYS | 1.25000 813.75| 3.00000 1953.00| 1.77000 1152.27
EROSION CONTROL BLANKET | | |
0048 621-06545 1.000 TON | 750.00000 750.00| 1500.00000 1500.00| 1003.22000 1003.22
FERTILIZER | | |
0049 621-06553 74.000 LBS | 2.70000 199.80| 25.00000 1850.00| 2.95000 218.30
SEED MIXTURE, R | | |
0050 621-06557 95.000 LBS | 2.70000 256.50| 1.00000 95.00| 2.12000 201.40
SEED MIXTURE, T | | |
0051 621-06565 1.000 TON | 800.00000 800.00| 1500.00000 1500.00| 330.47000 330.47
MULCHING MATERIAL | | |
0052 628-09402 12.000 MOS | 500.00000 6000.00| 745.00000 8940.00| 2242.49000 26909.88
FIELD OFFICE, B | | |
0053 714-01634 58.000 LFT | 800.00000 46400.00| 520.00000 30160.00| 370.24000 21473.92
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 4FT | | |
0054 714-08514 135.000 SFT | 75.00000 10125.00| 70.00000 9450.00| 136.02000 18362.70
WINGWALL | | |
0055 722-60824 1120.000 SYS | 2.50000 2800.00| 2.50000 2800.00| 4.11000 4603.20
SURFACE MILLING | | |
0056 801-01851 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 40541.81000 40541.81
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0057 801-03290 2.000 EACH | 295.00000 590.00| 500.00000 1000.00| 324.57000 649.14
CONSTRUCTION SIGN, C | | |
0058 801-06207 4990.000 LFT | 1.25000 6237.50| 1.28000 6387.20| 1.18000 5888.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0059 801-06577 24.000 LFT | 11.00000 264.00| 9.00000 216.00| 7.08000 169.92
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -5
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873
|RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06640 16.000 EACH | 179.00000 2864.00| 225.00000 3600.00| 159.33000 2549.28
CONSTRUCTION SIGN, A | | |
0061 801-06645 2.000 EACH | 95.00000 190.00| 100.00000 200.00| 70.82000 141.64
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 12000.00000 12000.00| 29000.00000 29000.00| 24273.16000 24273.16
MAINTAINING TRAFFIC | | |
0063 801-07119 16.000 LFT | 21.00000 336.00| 45.00000 720.00| 29.51000 472.16
BARRICADE, III-B | | |
0064 801-08401 385.000 LFT | 13.00000 5005.00| 22.00000 8470.00| 22.42000 8631.70
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0065 801-08508 100.000 LFT | 13.00000 1300.00| 32.00000 3200.00| 63.73000 6373.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0066 802-05701 12.000 LFT | 18.45000 221.40| 21.00000 252.00| 21.78000 261.36
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0067 802-05702 49.000 LFT | 14.65000 717.85| 17.00000 833.00| 17.29000 847.21
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0068 802-09838 6.000 SFT | 21.00000 126.00| 24.00000 144.00| 24.79000 148.74
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0069 802-09840 22.000 SFT | 23.00000 506.00| 26.00000 572.00| 27.15000 597.30
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0070 808-06703 970.000 LFT | 1.75000 1697.50| 0.83000 805.10| 0.89000 863.30
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-06716 485.000 LFT | 1.35000 654.75| 1.11000 538.35| 1.18000 572.30
LINE, REMOVE | | |
0072 808-75240 110.000 LFT | 3.50000 385.00| 0.83000 91.30| 0.89000 97.90
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0073 808-75245 530.000 LFT | 1.75000 927.50| 0.83000 439.90| 0.89000 471.70
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0074 808-75996 10.000 EACH | 10.89000 108.90| 25.50000 255.00| 12.13000 121.30
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0075 808-75998 12.000 EACH | 65.00000 780.00| 75.00000 900.00| 76.72000 920.64
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 328,895.30| $ 410,794.35| $ 412,847.77
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 328,895.30| $ 410,794.35| $ 412,847.77
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -6
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS 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 | 8000.00000 8000.00| 8600.00000 8600.00| 3350.00000 3350.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 235.70000 471.40| 170.00000 340.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 100.00000 2400.00| 147.35000 3536.40| 85.00000 2040.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 15000.00000 15000.00| 24450.00000 24450.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 4000.00000 4000.00| 7300.00000 7300.00| 5000.00000 5000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 130.000 SYS | 25.00000 3250.00| 16.85000 2190.50| 50.00000 6500.00
PAVEMENT REMOVAL | | |
0013 202-51330 LUMP | 15000.00000 15000.00| 17830.00000 17830.00| 37133.60000 37133.60
PRESENT STRUCTURE, REMOVE , SLABTOP | | |
CULVERT | | |
0014 202-74035 3.000 EACH | 60.00000 180.00| 54.61000 163.83| 115.00000 345.00
SIGN, REMOVE | | |
0016 202-96133 50.000 LFT | 5.00000 250.00| 13.33000 666.50| 20.00000 1000.00
PIPE, REMOVE | | |
0017 203-02000 650.000 CYS | 17.00000 11050.00| 22.10000 14365.00| 32.00000 20800.00
EXCAVATION, COMMON | | |
0018 205-03371 10.000 CYS | 45.00000 450.00| 31.06000 310.60| 65.00000 650.00
SEDIMENT, REMOVE | | |
0019 205-06934 2.000 TON | 675.00000 1350.00| 461.50000 923.00| 700.00000 1400.00
TEMPORARY MULCHING | | |
0020 205-06937 430.000 LFT | 5.00000 2150.00| 3.90000 1677.00| 4.25000 1827.50
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -7
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-09543 100.000 TON | 22.00000 2200.00| 21.34000 2134.00| 18.00000 1800.00
NO 2 STONE | | |
0022 206-93520 1950.000 SFT | 9.00000 17550.00| 28.69000 55945.50| 39.00000 76050.00
TEMPORARY SHEET PILING | | |
0023 207-08263 783.000 SYS | 23.00000 18009.00| 19.49000 15260.67| 18.00000 14094.00
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 64.000 SYS | 24.00000 1536.00| 10.99000 703.36| 33.00000 2112.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-02050 163.000 CYS | 56.00000 9128.00| 38.85000 6332.55| 21.00000 3423.00
B BORROW | | |
0026 211-09265 600.000 CYS | 40.00000 24000.00| 47.10000 28260.00| 47.00000 28200.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 301-07448 880.000 TON | 18.00000 15840.00| 19.77000 17397.60| 31.00000 27280.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08043 1200.000 SYS | 3.25000 3900.00| 2.55000 3060.00| 4.00000 4800.00
MILLING, TRANSITION | | |
0029 402-07433 139.000 TON | 85.00000 11815.00| 79.44000 11042.16| 75.00000 10425.00
HMA SURFACE, TYPE B | | |
0030 402-07438 267.000 TON | 62.00000 16554.00| 69.51000 18559.17| 66.00000 17622.00
HMA INTERMEDIATE, TYPE B | | |
0031 402-07453 54.000 TON | 145.00000 7830.00| 164.55000 8885.70| 101.00000 5454.00
HMA FOR TEMPORARY PAVEMENT | | |
0032 406-05520 1.000 TON | 520.00000 520.00| 563.45000 563.45| 532.00000 532.00
ASPHALT FOR TACK COAT | | |
0033 601-01848 1.000 EACH | 2225.00000 2225.00| 2100.00000 2100.00| 2188.00000 2188.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0034 601-02206 163.000 LFT | 16.00000 2608.00| 12.00000 1956.00| 12.50000 2037.50
TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | |
SPACING | | |
0035 601-06854 1.000 EACH | 4650.00000 4650.00| 3400.00000 3400.00| 3542.00000 3542.00
GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | |
0036 601-94689 3.000 EACH | 2525.00000 7575.00| 2650.00000 7950.00| 2760.00000 8280.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 2100.00000 4200.00| 2200.00000 4400.00| 2292.00000 4584.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 388.000 LFT | 20.00000 7760.00| 18.50000 7178.00| 19.25000 7469.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0039 610-07487 18.000 TON | 250.00000 4500.00| 140.45000 2528.10| 133.00000 2394.00
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 20.000 EACH | 200.00000 4000.00| 140.00000 2800.00| 146.00000 2920.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -8
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 615-06505 2.000 EACH | 640.00000 1280.00| 800.00000 1600.00| 834.00000 1668.00
MONUMENT, B | | |
0042 615-06530 1.000 EACH | 1000.00000 1000.00| 800.00000 800.00| 834.00000 834.00
BENCH MARK POST | | |
0043 616-02320 966.000 SYS | 1.60000 1545.60| 1.90000 1835.40| 2.00000 1932.00
GEOTEXTILES | | |
0044 616-05688 26.000 TON | 42.00000 1092.00| 49.80000 1294.80| 46.00000 1196.00
RIPRAP, CLASS 1 | | |
0045 616-06451 295.000 TON | 30.00000 8850.00| 35.66000 10519.70| 23.00000 6785.00
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 675.00000 1350.00| 883.95000 1767.90| 700.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02770 651.000 SYS | 2.00000 1302.00| 4.05000 2636.55| 2.15000 1399.65
EROSION CONTROL BLANKET | | |
0048 621-06545 1.000 TON | 650.00000 650.00| 1139.50000 1139.50| 675.00000 675.00
FERTILIZER | | |
0049 621-06553 74.000 LBS | 5.50000 407.00| 6.60000 488.40| 5.25000 388.50
SEED MIXTURE, R | | |
0050 621-06557 95.000 LBS | 1.50000 142.50| 5.45000 517.75| 1.10000 104.50
SEED MIXTURE, T | | |
0051 621-06565 1.000 TON | 1000.00000 1000.00| 624.70000 624.70| 700.00000 700.00
MULCHING MATERIAL | | |
0052 628-09402 12.000 MOS | 1600.00000 19200.00| 2021.00000 24252.00| 1966.00000 23592.00
FIELD OFFICE, B | | |
0053 714-01634 58.000 LFT | 525.00000 30450.00| 657.30000 38123.40| 580.00000 33640.00
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 4FT | | |
0054 714-08514 135.000 SFT | 215.00000 29025.00| 132.45000 17880.75| 105.00000 14175.00
WINGWALL | | |
0055 722-60824 1120.000 SYS | 5.00000 5600.00| 2.55000 2856.00| 4.50000 5040.00
SURFACE MILLING | | |
0056 801-01851 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 31250.00000 31250.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0057 801-03290 2.000 EACH | 300.00000 600.00| 275.00000 550.00| 260.00000 520.00
CONSTRUCTION SIGN, C | | |
0058 801-06207 4990.000 LFT | 1.25000 6237.50| 1.00000 4990.00| 1.10000 5489.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0059 801-06577 24.000 LFT | 12.00000 288.00| 6.00000 144.00| 6.50000 156.00
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -9
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06640 16.000 EACH | 180.00000 2880.00| 135.00000 2160.00| 234.00000 3744.00
CONSTRUCTION SIGN, A | | |
0061 801-06645 2.000 EACH | 100.00000 200.00| 60.00000 120.00| 193.00000 386.00
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 17000.00000 17000.00| 27000.00000 27000.00| 7000.00000 7000.00
MAINTAINING TRAFFIC | | |
0063 801-07119 16.000 LFT | 25.00000 400.00| 21.00000 336.00| 15.50000 248.00
BARRICADE, III-B | | |
0064 801-08401 385.000 LFT | 15.00000 5775.00| 42.79000 16474.15| 36.50000 14052.50
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0065 801-08508 100.000 LFT | 125.00000 12500.00| 134.71000 13471.00| 164.00000 16400.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0066 802-05701 12.000 LFT | 21.00000 252.00| 18.45000 221.40| 14.50000 174.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0067 802-05702 49.000 LFT | 18.00000 882.00| 14.65000 717.85| 9.50000 465.50
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0068 802-09838 6.000 SFT | 22.00000 132.00| 21.00000 126.00| 27.00000 162.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0069 802-09840 22.000 SFT | 20.00000 440.00| 23.00000 506.00| 21.00000 462.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0070 808-06703 970.000 LFT | 1.75000 1697.50| 0.75000 727.50| 0.50000 485.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-06716 485.000 LFT | 1.50000 727.50| 1.00000 485.00| 1.15000 557.75
LINE, REMOVE | | |
0072 808-75240 110.000 LFT | 3.50000 385.00| 0.75000 82.50| 0.50000 55.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0073 808-75245 530.000 LFT | 2.00000 1060.00| 0.75000 397.50| 0.50000 265.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0074 808-75996 10.000 EACH | 11.50000 115.00| 50.00000 500.00| 25.00000 250.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0075 808-75998 12.000 EACH | 175.00000 2100.00| 65.00000 780.00| 200.00000 2400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 416,351.60| $ 489,072.24| $ 508,650.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 416,351.60| $ 489,072.24| $ 508,650.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -10
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 50.00000 1200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 30885.91200 30885.91| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6177.18200 6177.18| |
CLEARING RIGHT OF WAY | | |
0012 202-02240 130.000 SYS | 25.00000 3250.00| |
PAVEMENT REMOVAL | | |
0013 202-51330 LUMP | 55000.00000 55000.00| |
PRESENT STRUCTURE, REMOVE , SLABTOP | | |
CULVERT | | |
0014 202-74035 3.000 EACH | 75.00000 225.00| |
SIGN, REMOVE | | |
0016 202-96133 50.000 LFT | 15.00000 750.00| |
PIPE, REMOVE | | |
0017 203-02000 650.000 CYS | 30.00000 19500.00| |
EXCAVATION, COMMON | | |
0018 205-03371 10.000 CYS | 30.00000 300.00| |
SEDIMENT, REMOVE | | |
0019 205-06934 2.000 TON | 675.00000 1350.00| |
TEMPORARY MULCHING | | |
0020 205-06937 430.000 LFT | 4.00000 1720.00| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -11
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-09543 100.000 TON | 45.00000 4500.00| |
NO 2 STONE | | |
0022 206-93520 1950.000 SFT | 25.00000 48750.00| |
TEMPORARY SHEET PILING | | |
0023 207-08263 783.000 SYS | 30.00000 23490.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 64.000 SYS | 23.00000 1472.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-02050 163.000 CYS | 70.00000 11410.00| |
B BORROW | | |
0026 211-09265 600.000 CYS | 65.00000 39000.00| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 301-07448 880.000 TON | 35.00000 30800.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08043 1200.000 SYS | 6.00000 7200.00| |
MILLING, TRANSITION | | |
0029 402-07433 139.000 TON | 72.00000 10008.00| |
HMA SURFACE, TYPE B | | |
0030 402-07438 267.000 TON | 63.00000 16821.00| |
HMA INTERMEDIATE, TYPE B | | |
0031 402-07453 54.000 TON | 97.00000 5238.00| |
HMA FOR TEMPORARY PAVEMENT | | |
0032 406-05520 1.000 TON | 510.68000 510.68| |
ASPHALT FOR TACK COAT | | |
0033 601-01848 1.000 EACH | 2100.00000 2100.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0034 601-02206 163.000 LFT | 12.00000 1956.00| |
TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | |
SPACING | | |
0035 601-06854 1.000 EACH | 3400.00000 3400.00| |
GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | |
0036 601-94689 3.000 EACH | 2650.00000 7950.00| |
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 2200.00000 4400.00| |
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 388.000 LFT | 18.50000 7178.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0039 610-07487 18.000 TON | 127.29000 2291.22| |
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 20.000 EACH | 140.00000 2800.00| |
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -12
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 615-06505 2.000 EACH | 800.00000 1600.00| |
MONUMENT, B | | |
0042 615-06530 1.000 EACH | 800.00000 800.00| |
BENCH MARK POST | | |
0043 616-02320 966.000 SYS | 3.50000 3381.00| |
GEOTEXTILES | | |
0044 616-05688 26.000 TON | 60.00000 1560.00| |
RIPRAP, CLASS 1 | | |
0045 616-06451 295.000 TON | 40.00000 11800.00| |
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 675.00000 1350.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02770 651.000 SYS | 2.00000 1302.00| |
EROSION CONTROL BLANKET | | |
0048 621-06545 1.000 TON | 650.00000 650.00| |
FERTILIZER | | |
0049 621-06553 74.000 LBS | 5.00000 370.00| |
SEED MIXTURE, R | | |
0050 621-06557 95.000 LBS | 1.00000 95.00| |
SEED MIXTURE, T | | |
0051 621-06565 1.000 TON | 675.00000 675.00| |
MULCHING MATERIAL | | |
0052 628-09402 12.000 MOS | 2000.00000 24000.00| |
FIELD OFFICE, B | | |
0053 714-01634 58.000 LFT | 1725.00000 100050.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 4FT | | |
0054 714-08514 135.000 SFT | 175.00000 23625.00| |
WINGWALL | | |
0055 722-60824 1120.000 SYS | 6.00000 6720.00| |
SURFACE MILLING | | |
0056 801-01851 LUMP | 30000.00000 30000.00| |
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0057 801-03290 2.000 EACH | 295.00000 590.00| |
CONSTRUCTION SIGN, C | | |
0058 801-06207 4990.000 LFT | 1.25000 6237.50| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0059 801-06577 24.000 LFT | 11.00000 264.00| |
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 240 -13
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06640 16.000 EACH | 179.00000 2864.00| |
CONSTRUCTION SIGN, A | | |
0061 801-06645 2.000 EACH | 95.00000 190.00| |
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 5000.00000 5000.00| |
MAINTAINING TRAFFIC | | |
0063 801-07119 16.000 LFT | 21.00000 336.00| |
BARRICADE, III-B | | |
0064 801-08401 385.000 LFT | 60.00000 23100.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0065 801-08508 100.000 LFT | 65.00000 6500.00| |
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0066 802-05701 12.000 LFT | 14.00000 168.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0067 802-05702 49.000 LFT | 9.00000 441.00| |
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0068 802-09838 6.000 SFT | 26.00000 156.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0069 802-09840 22.000 SFT | 20.00000 440.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0070 808-06703 970.000 LFT | 1.75000 1697.50| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-06716 485.000 LFT | 1.35000 654.75| |
LINE, REMOVE | | |
0072 808-75240 110.000 LFT | 3.50000 385.00| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0073 808-75245 530.000 LFT | 1.75000 927.50| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0074 808-75996 10.000 EACH | 25.00000 250.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0075 808-75998 12.000 EACH | 200.00000 2400.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 617,718.24| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 617,718.24| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -1
VENDOR RANKING
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT, W/NEW SIGNALS COMPLETION DATE : 07/30/11
LOCATION : AT INTERSECTION OF LAYAYETTE AND PARK AVENUE PROJECT(S) : 0600660
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 777,022.06 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 859,574.16 110.6242%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -2
TABULATION OF BIDS
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR 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 | 11235.00000 11235.00| 15000.00000 15000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 21967.05000 21967.05| 42000.00000 42000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 5906.25000 5906.25| 8000.00000 8000.00|
CLEARING RIGHT OF WAY | | |
0010 203-02000 823.000 CYS | 63.00000 51849.00| 55.00000 45265.00|
EXCAVATION, COMMON | | |
0011 205-03371 5.000 CYS | 33.60000 168.00| 85.00000 425.00|
SEDIMENT, REMOVE | | |
0012 205-06933 6.000 EACH | 131.25000 787.50| 125.00000 750.00|
TEMPORARY DITCH INLET PROTECTION | | |
0013 205-06937 1125.000 LFT | 2.64000 2970.00| 1.60000 1800.00|
TEMPORARY SILT FENCE | | |
0014 207-08264 430.000 SYS | 11.55000 4966.50| 19.50000 8385.00|
SUBGRADE TREATMENT, TYPE II | | |
0015 207-08267 898.000 SYS | 11.03000 9904.94| 21.25000 19082.50|
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 73.000 CYS | 21.00000 1533.00| 85.00000 6205.00|
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 301-07448 450.000 TON | 22.05000 9922.50| 27.00000 12150.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 304-07492 290.000 TON | 69.81000 20244.90| 72.50000 21025.00|
WIDENING WITH HMA, TYPE A | | |
0020 306-08034 365.000 SYS | 9.89000 3609.85| 8.50000 3102.50|
MILLING, ASPHALT, 1 1/2 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -3
TABULATION OF BIDS
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 306-08037 200.000 SYS | 10.41000 2082.00| 8.50000 1700.00|
MILLING, ASPHALT, 3 IN | | |
0022 306-08043 101.000 SYS | 18.76000 1894.76| 8.50000 858.50|
MILLING, TRANSITION | | |
0023 401-07321 750.000 TON | 75.30000 56475.00| 71.50000 53625.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0024 401-07390 1275.000 TON | 60.00000 76500.00| 65.50000 83512.50|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0025 401-07407 1800.000 TON | 53.43000 96174.00| 63.50000 114300.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0026 402-07450 1022.000 TON | 55.56000 56782.32| 81.25000 83037.50|
HMA WEDGE AND LEVEL, TYPE A | | |
0027 406-05520 6.800 TON | 675.88000 4595.98| 475.00000 3230.00|
ASPHALT FOR TACK COAT | | |
0028 601-06035 14.000 LFT | 47.25000 661.50| 47.50000 665.00|
GUARDRAIL, RESET | | |
0029 601-07050 1.000 EACH | 2877.00000 2877.00| 2900.00000 2900.00|
GUARDRAIL END TREATMENT, OS, RESET | | |
0030 604-91531 73.000 SYS | 46.73000 3411.29| 47.00000 3431.00|
SIDEWALK, CONCRETE, 4 IN | | |
0031 605-06120 223.000 LFT | 37.80000 8429.40| 29.00000 6467.00|
CURB, CONCRETE | | |
0032 605-06140 267.000 LFT | 40.95000 10933.65| 32.00000 8544.00|
CURB AND GUTTER, CONCRETE | | |
0033 610-07487 688.000 TON | 100.02000 68813.76| 84.50000 58136.00|
HMA FOR APPROACHES, TYPE B | | |
0034 611-06497 5.000 EACH | 204.75000 1023.75| 205.00000 1025.00|
MAILBOX ASSEMBLY, SINGLE | | |
0035 621-01004 1.000 EACH | 834.75000 834.75| 850.00000 850.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-06560 500.000 SYS | 2.78000 1390.00| 3.00000 1500.00|
MULCHED SEEDING, U | | |
0037 621-06567 1.000 kGAL | 0.10000 0.10| 0.10000 0.10|
WATER | | |
0038 621-06575 70.000 SYS | 21.00000 1470.00| 26.00000 1820.00|
SODDING, NURSERY | | |
0039 628-09401 8.000 MOS | 1575.00000 12600.00| 1900.00000 15200.00|
FIELD OFFICE, A | | |
0040 715-05149 118.000 LFT | 42.00000 4956.00| 65.00000 7670.00|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0041 715-05152 129.000 LFT | 43.05000 5553.45| 68.00000 8772.00|
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -4
TABULATION OF BIDS
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 715-08305 15.000 TON | 231.00000 3465.00| 290.00000 4350.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0043 715-09064 247.000 LFT | 5.93000 1464.71| 10.00000 2470.00|
VIDEO INSPECTION FOR PIPE | | |
0044 720-44000 8.000 EACH | 288.75000 2310.00| 550.00000 4400.00|
CASTING, ADJUST TO GRADE | | |
0045 720-45075 1.000 EACH | 2341.50000 2341.50| 2000.00000 2000.00|
INLET, R13 | | |
0046 720-45105 1.000 EACH | 1890.00000 1890.00| 2200.00000 2200.00|
INLET, A2, MODIFIED | | |
0047 720-93409 1.000 EACH | 2730.00000 2730.00| 2200.00000 2200.00|
INLET, B15, MODIFIED | | |
0048 720-94847 1.000 EACH | 2341.50000 2341.50| 2000.00000 2000.00|
INLET, R13, MODIFIED | | |
0049 720-98555 2.000 EACH | 2730.00000 5460.00| 2200.00000 4400.00|
INLET, C15 | | |
0050 801-03290 4.000 EACH | 236.25000 945.00| 235.00000 940.00|
CONSTRUCTION SIGN, C | | |
0051 801-06640 8.000 EACH | 189.00000 1512.00| 190.00000 1520.00|
CONSTRUCTION SIGN, A | | |
0052 801-06645 4.000 EACH | 89.25000 357.00| 90.00000 360.00|
CONSTRUCTION SIGN, B | | |
0053 801-06775 LUMP | 56030.42000 56030.42| 64300.00000 64300.00|
MAINTAINING TRAFFIC | | |
0054 802-05701 75.000 LFT | 12.18000 913.50| 16.00000 1200.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0055 802-09838 110.750 SFT | 11.55000 1279.16| 20.00000 2215.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0056 802-09840 9.000 SFT | 11.81000 106.29| 26.50000 238.50|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0057 805-01300 1.000 EACH | 1312.50000 1312.50| 1485.00000 1485.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0058 805-01815 4.000 EACH | 1758.75000 7035.00| 1900.00000 7600.00|
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0059 805-01842 6.000 EACH | 630.00000 3780.00| 850.00000 5100.00|
HANDHOLE, SIGNAL | | |
0060 805-01844 406.000 LFT | 9.45000 3836.70| 21.25000 8627.50|
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -5
TABULATION OF BIDS
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 805-01879 1.000 EACH | 630.00000 630.00| 585.00000 585.00|
SIGNAL SERVICE, INSTALL | | |
0062 805-09471 32.000 EACH | 299.25000 9576.00| 285.00000 9120.00|
SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | |
0063 805-78100 1.000 EACH | 7980.00000 7980.00| 11875.00000 11875.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0064 805-78205 4.000 EACH | 525.00000 2100.00| 550.00000 2200.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0065 805-78230 4.000 EACH | 855.75000 3423.00| 885.00000 3540.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0066 805-78415 4.000 EACH | 1732.50000 6930.00| 1525.00000 6100.00|
SPAN, CATENARY, AND TETHER | | |
0067 805-78420 4.000 EACH | 236.25000 945.00| 285.00000 1140.00|
DISCONNECT HANGER | | |
0068 805-78467 22.000 LFT | 2.89000 63.58| 3.20000 70.40|
SIGNAL CABLE, 3C 8GA | | |
0069 805-78485 175.000 LFT | 1.73000 302.75| 1.70000 297.50|
SIGNAL CABLE, 5C 14GA | | |
0070 805-78490 600.000 LFT | 2.05000 1230.00| 1.90000 1140.00|
SIGNAL CABLE, 7C 14GA | | |
0071 805-78510 1100.000 LFT | 0.79000 869.00| 0.85000 935.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0073 805-78925 1.000 EACH | 603.75000 603.75| 1275.00000 1275.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0074 805-81032 4.000 EACH | 3885.00000 15540.00| 4030.00000 16120.00|
SIGNAL STRAIN POLE, STEEL, 30 FT | | |
0075 808-75205 4302.000 LFT | 0.37000 1591.74| 0.37000 1591.74|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0076 808-75245 1816.000 LFT | 0.37000 671.92| 0.37000 671.92|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0077 808-75297 108.000 LFT | 4.62000 498.96| 4.65000 502.20|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0078 808-75320 6.000 EACH | 57.75000 346.50| 60.00000 360.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0079 808-75325 2.000 EACH | 84.00000 168.00| 85.00000 170.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 246 -6
TABULATION OF BIDS
CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 808-92027 1621.000 LFT | 1.53000 2480.13| 1.55000 2512.55|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0081 808-96016 240.000 LFT | 2.31000 554.40| 2.35000 564.00|
LINE, THERMOPLASTIC SOLID, YELLOW, 12 I | | |
0082 207-09934 4229.000 SYS | 13.65000 57725.85| 9.25000 39118.25|
SUBGRADE TREATMENT, TYPE IB | | |
0083 805-09539 4.000 EACH | 288.00000 1152.00| 410.00000 1640.00|
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
SECTION TOTALS | $ 777,022.06| $ 859,574.16| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 777,022.06| $ 859,574.16| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -1
VENDOR RANKING
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ROAD AND BRIDGE REHABILITATION COMPLETION DATE : 09/29/12
LOCATION : ON US 52 FROM WABASH RIVER TO 2.31 MILES EAST OF THE PROJECT(S) : 0100699
WABASH RIVER AT BEECH DRIVE 0201210
0201211
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 36-2231526 WALSH CONSTRUCTION COMPANY $ 11,364,402.25 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 11,857,502.00 104.3390%
3 35-1875662 CRIDER & CRIDER INC $ 12,064,369.59 106.1593%
4 35-1917625 MILESTONE CONTRACTORS LP $ 12,194,607.06 107.3053%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -2
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE
| | |
0001 105-06845 LUMP | 796395.27000 796395.27| 105000.00000 105000.00| 722000.00000 722000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 150.00000 750.00| 100.00000 500.00| 200.00000 1000.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 145.000 MOS | 80.00000 11600.00| 100.00000 14500.00| 50.00000 7250.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 568220.00000 568220.00| 592866.00000 592866.00| 600000.00000 600000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 113644.00000 113644.00| 118573.20000 118573.20| 120000.00000 120000.00
CLEARING RIGHT OF WAY | | |
0015 202-01066 6298.000 SYS | 30.00000 188940.00| 20.50000 129109.00| 20.50000 129109.00
HYDRO DEMOLITION | | |
0016 202-02240 777.000 SYS | 15.00000 11655.00| 15.00000 11655.00| 15.00000 11655.00
PAVEMENT REMOVAL | | |
0017 202-02240 68680.000 SYS | 5.00000 343400.00| 4.90000 336532.00| 7.50000 515100.00
PAVEMENT REMOVAL , CONCRETE | | |
0018 202-02278 3600.000 LFT | 2.35000 8460.00| 7.26000 26136.00| 4.00000 14400.00
CURB, CONCRETE, REMOVE | | |
0019 202-02286 66.000 EACH | 81.31000 5366.46| 326.22000 21530.52| 200.00000 13200.00
PRESENT STRUCTURE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -3
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-51328 LUMP | 85000.00000 85000.00| 50000.00000 50000.00| 38000.00000 38000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 4 | | |
0021 202-51328 LUMP | 35000.00000 35000.00| 70000.00000 70000.00| 70000.00000 70000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0022 202-51328 LUMP | 50000.00000 50000.00| 70000.00000 70000.00| 70000.00000 70000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0023 202-51328 LUMP | 80000.00000 80000.00| 50000.00000 50000.00| 38000.00000 38000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 3 | | |
0024 202-51368 673.000 SYS | 23.08000 15532.84| 25.00000 16825.00| 25.00000 16825.00
SLOPEWALL, REMOVE | | |
0025 202-51822 6298.000 SYS | 2.82000 17760.36| 4.25000 26766.50| 3.25000 20468.50
BRIDGE DECK OVERLAY, REMOVE | | |
0026 202-74045 72.000 EACH | 66.37000 4778.64| 65.00000 4680.00| 65.00000 4680.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0027 202-96133 3601.000 LFT | 2.92000 10514.92| 15.00000 54015.00| 8.97000 32300.97
PIPE, REMOVE | | |
0028 203-02000 21092.000 CYS | 12.00000 253104.00| 13.37000 282000.04| 20.00000 421840.00
EXCAVATION, COMMON | | |
0029 203-02070 116.000 CYS | 0.01000 1.16| 30.00000 3480.00| 30.00000 3480.00
BORROW | | |
0030 205-02236 29.000 EACH | 90.00000 2610.00| 85.00000 2465.00| 90.00000 2610.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0031 205-02237 22.000 EACH | 100.00000 2200.00| 85.00000 1870.00| 100.00000 2200.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0033 205-06931 895.000 TON | 49.90000 44660.50| 50.00000 44750.00| 30.00000 26850.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06937 5331.000 LFT | 3.68000 19618.08| 1.40000 7463.40| 1.17000 6237.27
TEMPORARY SILT FENCE | | |
0035 206-51230 60.000 CYS | 19.03000 1141.80| 25.00000 1500.00| 25.00000 1500.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0036 207-08263 93180.000 SYS | 4.50000 419310.00| 5.99000 558148.20| 4.50000 419310.00
SUBGRADE TREATMENT, TYPE IA | | |
0037 207-08267 11565.000 SYS | 5.97000 69043.05| 10.15000 117384.75| 3.00000 34695.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0038 211-06467 66.000 CYS | 33.98000 2242.68| 32.00000 2112.00| 32.00000 2112.00
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -4
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 211-09264 2730.000 CYS | 13.02000 35544.60| 19.86000 54217.80| 13.64000 37237.20
STRUCTURAL BACKFILL, TYPE 1 | | |
0040 213-09269 225.000 CYS | 99.09000 22295.25| 90.00000 20250.00| 90.00000 20250.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0041 301-07448 5020.000 TON | 11.83000 59386.60| 10.77000 54065.40| 15.00000 75300.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 302-06464 18787.000 CYS | 30.12000 565864.44| 38.51000 723487.37| 27.50000 516642.50
SUBBASE FOR PCCP | | |
0043 302-07455 137.200 CYS | 48.70000 6681.64| 34.00000 4664.80| 34.00000 4664.80
DENSE GRADED SUBBASE | | |
0044 306-08042 12365.000 SYS | 0.55000 6800.75| 1.20000 14838.00| 1.00000 12365.00
MILLING, SCARIFICATION/PROFILE | | |
0045 306-08043 245.000 SYS | 1.87000 458.15| 7.78000 1906.10| 1.00000 245.00
MILLING, TRANSITION | | |
0046 306-08159 10970.000 SYS | 1.53000 16784.10| 0.86000 9434.20| 1.00000 10970.00
MILLING ASPHALT , 4.5 IN. DEPTH | | |
0047 401-06264 LUMP | 1000.00000 1000.00| 5825.00000 5825.00| 1000.00000 1000.00
PROFILOGRAPH, HMA | | |
0048 401-07320 1090.000 TON | 81.00000 88290.00| 85.00000 92650.00| 81.00000 88290.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0049 401-07334 1790.000 TON | 69.00000 123510.00| 86.00000 153940.00| 69.00000 123510.00
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0050 401-07403 3580.000 TON | 57.00000 204060.00| 65.00000 232700.00| 57.00000 204060.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0051 401-07406 3924.000 TON | 60.00000 235440.00| 58.00000 227592.00| 60.00000 235440.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0052 406-05520 23.000 TON | 400.00000 9200.00| 550.00000 12650.00| 400.00000 9200.00
ASPHALT FOR TACK COAT | | |
0053 501-06266 LUMP | 7415.02000 7415.02| 7225.00000 7225.00| 9785.57000 9785.57
PROFILOGRAPH, PCCP | | |
0054 501-06321 75140.000 SYS | 30.25000 2272985.00| 32.79000 2463840.60| 36.96000 2777174.40
QC/QA-PCCP, 10 IN | | |
0056 503-05240 41880.000 LFT | 8.50000 355980.00| 11.30000 473244.00| 9.12000 381945.60
D-1 CONTRACTION JOINT | | |
0057 503-05310 315.000 LFT | 145.00000 45675.00| 181.80000 57267.00| 158.06000 49788.90
TERMINAL JOINT | | |
0058 601-01115 45.310 LFT | 52.00000 2356.12| 45.00000 2038.95| 45.00000 2038.95
GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | |
0059 601-01522 16.000 EACH | 2000.00000 32000.00| 1840.00000 29440.00| 1840.00000 29440.00
GUARDRAIL TRANSITION TYPE TGB | | |
0060 601-01700 1.000 EACH | 1900.00000 1900.00| 1990.00000 1990.00| 1990.00000 1990.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -5
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 601-02241 7138.000 LFT | 3.80000 27124.40| 3.50000 24983.00| 3.50000 24983.00
GUARDRAIL, REMOVE | | |
0062 601-94689 14.000 EACH | 2500.00000 35000.00| 2470.00000 34580.00| 2470.00000 34580.00
GUARDRAIL END TREATMENT, OS | | |
0063 601-94690 5.000 EACH | 3400.00000 17000.00| 3640.00000 18200.00| 3640.00000 18200.00
GUARDRAIL END TREATMENT, MS | | |
0064 601-99105 4050.000 LFT | 20.00000 81000.00| 16.00000 64800.00| 16.00000 64800.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0065 601-99108 725.000 LFT | 26.00000 18850.00| 24.00000 17400.00| 24.00000 17400.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0066 602-06729 84.000 EACH | 20.00000 1680.00| 13.00000 1092.00| 13.00000 1092.00
BARRIER DELINEATOR | | |
0067 603-03829 416.000 LFT | 82.00000 34112.00| 82.00000 34112.00| 82.00000 34112.00
FENCE , CHAIN LINK, 67 IN | | |
0069 604-91531 815.000 SYS | 32.00000 26080.00| 22.49000 18329.35| 30.00000 24450.00
SIDEWALK, CONCRETE, 4 IN | | |
0070 605-06090 900.000 LFT | 16.50000 14850.00| 20.82000 18738.00| 10.00000 9000.00
CURB, INTEGRAL, CONCRETE | | |
0071 605-06140 3335.000 LFT | 12.00000 40020.00| 17.57000 58595.95| 13.00000 43355.00
CURB AND GUTTER, CONCRETE | | |
0072 605-94811 8.000 EACH | 216.00000 1728.00| 764.73000 6117.84| 50.00000 400.00
CURB TURNOUT | | |
0073 609-06259 787.900 SYS | 70.00000 55153.00| 67.00000 52789.30| 67.00000 52789.30
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0074 610-09108 942.000 SYS | 45.00000 42390.00| 75.19000 70828.98| 45.00000 42390.00
PCCP FOR APPROACHES, 9 IN , DRIVEWAYS | | |
0075 615-06510 5.000 EACH | 425.00000 2125.00| 410.00000 2050.00| 410.00000 2050.00
MONUMENT, C | | |
0076 615-06515 27.000 EACH | 125.00000 3375.00| 110.00000 2970.00| 110.00000 2970.00
MONUMENT, D | | |
0077 616-02320 2626.000 SYS | 2.57000 6748.82| 5.50000 14443.00| 3.51000 9217.26
GEOTEXTILES | | |
0078 616-06405 1078.000 TON | 20.93000 22562.54| 42.00000 45276.00| 42.02000 45297.56
RIPRAP, REVETMENT | | |
0079 616-06451 670.000 TON | 44.09000 29540.30| 81.48000 54591.60| 44.00000 29480.00
RIPRAP, UNIFORM | | |
0080 616-51367 673.000 SYS | 34.53000 23238.69| 48.00000 32304.00| 48.00000 32304.00
SLOPEWALL, CONCRETE, 4 IN | | |
0081 616-93772 6.000 EACH | 97.37000 584.22| 100.00000 600.00| 100.00000 600.00
INSPECTION HOLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -6
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 619-09429 1262.000 SFT | 9.45000 11925.90| 6.50000 8203.00| 6.50000 8203.00
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 4 | | |
0083 619-09429 1182.000 SFT | 10.10000 11938.20| 6.75000 7978.50| 6.75000 7978.50
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 2 | | |
0084 619-09429 1205.000 SFT | 9.90000 11929.50| 6.98000 8410.90| 6.98000 8410.90
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 3 | | |
0085 619-09437 1262.000 SFT | 3.70000 4669.40| 3.50000 4417.00| 3.50000 4417.00
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 4 | | |
0086 619-09437 1182.000 SFT | 3.90000 4609.80| 3.50000 4137.00| 3.50000 4137.00
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 2 | | |
0087 619-09437 1205.000 SFT | 3.85000 4639.25| 3.42000 4121.10| 3.42000 4121.10
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 3 | | |
0088 621-01004 15.000 EACH | 375.00000 5625.00| 900.00000 13500.00| 375.00000 5625.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0089 621-06554 2346.000 LBS | 3.86000 9055.56| 3.55000 8328.30| 3.86000 9055.56
SEED MIXTURE, U | | |
0091 621-06574 249.000 SYS | 2.39000 595.11| 2.75000 684.75| 2.39000 595.11
SODDING | | |
0092 621-06575 28770.000 SYS | 2.39000 68760.30| 2.75000 79117.50| 2.39000 68760.30
SODDING, NURSERY | | |
0093 628-09403 29.000 MOS | 2100.00000 60900.00| 2400.00000 69600.00| 1500.00000 43500.00
FIELD OFFICE, C | | |
0094 628-09407 58.000 MOS | 200.00000 11600.00| 225.00000 13050.00| 60.00000 3480.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0095 702-04325 LUMP | 30427.96000 30427.96| 15000.00000 15000.00| 30000.00000 30000.00
TEMPORARY SHORING , STR. NO. 4 | | |
0096 702-04325 LUMP | 26807.11000 26807.11| 15000.00000 15000.00| 30000.00000 30000.00
TEMPORARY SHORING , STR. NO. 3 | | |
0097 702-51005 49.000 CYS | 1248.57000 61179.93| 650.00000 31850.00| 550.00000 26950.00
CONCRETE, A, SUBSTRUCTURE | | |
0098 702-51100 9578.000 LBS | 4.00000 38312.00| 9.00000 86202.00| 9.00000 86202.00
DRAIN PIPE, CAST IRON, 6 IN | | |
0099 702-51110 1536.000 LBS | 2.96000 4546.56| 8.50000 13056.00| 8.50000 13056.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -7
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 702-51863 7116.000 EACH | 8.47000 60272.52| 7.50000 53370.00| 7.50000 53370.00
FIELD DRILLED HOLE IN CONCRETE | | |
0101 703-06028 4019.000 LBS | 0.69000 2773.11| 1.10000 4420.90| 1.10000 4420.90
REINFORCING BARS | | |
0102 703-06029 153140.000 LBS | 0.77000 117917.80| 1.10000 168454.00| 1.10000 168454.00
REINFORCING BARS, EPOXY COATED | | |
0103 704-51002 89.100 CYS | 2106.42000 187682.02| 700.00000 62370.00| 650.00000 57915.00
CONCRETE, C, SUPERSTRUCTURE | | |
0104 706-05732 8.000 EACH | 1348.05000 10784.40| 1600.00000 12800.00| 1400.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0105 706-05734 8.000 EACH | 2153.89000 17231.12| 1600.00000 12800.00| 1400.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0106 706-51020 279.300 CYS | 199.80000 55804.14| 550.00000 153615.00| 500.00000 139650.00
CONCRETE, C, RAILING | | |
0107 708-51814 528.000 SFT | 9.00000 4752.00| 8.50000 4488.00| 8.50000 4488.00
WELDED STEEL WIRE FABRIC | | |
0108 709-51821 LUMP | 6794.97000 6794.97| 8160.00000 8160.00| 8160.00000 8160.00
SURFACE SEAL , STR. NO. 4 | | |
0109 709-51821 LUMP | 5219.73000 5219.73| 6264.00000 6264.00| 6264.00000 6264.00
SURFACE SEAL , STR. NO. 1 | | |
0110 709-51821 LUMP | 7079.73000 7079.73| 8450.00000 8450.00| 8450.00000 8450.00
SURFACE SEAL , STR. NO. 2 | | |
0111 709-51821 LUMP | 6798.87000 6798.87| 8160.00000 8160.00| 8160.00000 8160.00
SURFACE SEAL , STR. NO. 3 | | |
0112 710-09158 900.000 SFT | 24.58000 22122.00| 28.00000 25200.00| 25.00000 22500.00
PATCHING CONCRETE STRUCTURES | | |
0113 711-51035 1123.000 LBS | 8.54000 9590.42| 9.50000 10668.50| 9.50000 10668.50
STRUCTURAL STEEL | | |
0114 715-02628 2.000 EACH | 398.01000 796.02| 688.64000 1377.28| 500.00000 1000.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0115 715-03476 2.000 EACH | 752.81000 1505.62| 1008.73000 2017.46| 800.00000 1600.00
SAFETY METAL END SECTION, 4:1, 24 IN | | |
0116 715-04611 1.000 EACH | 346.09000 346.09| 651.09000 651.09| 500.00000 500.00
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0117 715-05048 34651.000 LFT | 1.98000 68608.98| 3.30000 114348.30| 3.00000 103953.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0118 715-05053 8033.000 LFT | 7.87000 63219.71| 9.50000 76313.50| 9.00000 72297.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0119 715-05121 243.000 LFT | 26.66000 6478.38| 28.91000 7025.13| 25.00000 6075.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0120 715-05123 66.000 LFT | 35.12000 2317.92| 39.43000 2602.38| 36.00000 2376.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -8
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 715-05149 1954.000 LFT | 22.41000 43789.14| 43.93000 85839.22| 23.00000 44942.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0122 715-05151 622.000 LFT | 24.11000 14996.42| 27.40000 17042.80| 25.00000 15550.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0123 715-05152 184.000 LFT | 26.95000 4958.80| 30.16000 5549.44| 28.00000 5152.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0124 715-05168 54.000 LFT | 20.26000 1094.04| 31.67000 1710.18| 22.00000 1188.00
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0125 715-05169 55.000 LFT | 25.28000 1390.40| 33.60000 1848.00| 24.00000 1320.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0126 715-06629 2.000 EACH | 750.00000 1500.00| 2005.19000 4010.38| 2500.00000 5000.00
PIPE END SECTION, MIN. AREA 10.2 SFT. | | |
0128 715-46000 28.000 EACH | 240.10000 6722.80| 308.28000 8631.84| 250.00000 7000.00
PIPE END SECTION, 12 IN | | |
0129 715-46005 3.000 EACH | 259.57000 778.71| 331.36000 994.08| 300.00000 900.00
PIPE END SECTION, 15 IN | | |
0130 715-46010 3.000 EACH | 283.37000 850.11| 347.09000 1041.27| 350.00000 1050.00
PIPE END SECTION, 18 IN | | |
0131 718-06529 61.000 EACH | 526.69000 32128.09| 665.00000 40565.00| 500.00000 30500.00
OUTLET PROTECTOR, 2 | | |
0132 718-06532 42684.000 LFT | 0.85000 36281.40| 0.85000 36281.40| 0.23000 9817.32
VIDEO INSPECTION FOR UNDERDRAINS | | |
0133 718-52610 3136.000 CYS | 29.08000 91194.88| 36.50000 114464.00| 40.00000 125440.00
AGGREGATE FOR UNDERDRAINS | | |
0134 720-44000 8.000 EACH | 456.18000 3649.44| 294.21000 2353.68| 400.00000 3200.00
CASTING, ADJUST TO GRADE | | |
0135 720-45065 15.000 EACH | 2508.42000 37626.30| 2957.67000 44365.05| 2500.00000 37500.00
INLET, N12 | | |
0136 720-45070 9.000 EACH | 2451.67000 22065.03| 2127.02000 19143.18| 1800.00000 16200.00
INLET, P12A | | |
0137 720-45250 17.000 EACH | 2278.72000 38738.24| 1980.18000 33663.06| 1800.00000 30600.00
CATCH BASIN, K10 | | |
0138 722-51401 9985.000 SFT | 12.00000 119820.00| 22.00000 219670.00| 12.00000 119820.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0139 722-51842 6298.000 SYS | 45.00000 283410.00| 55.00000 346390.00| 52.50000 330645.00
BRIDGE DECK OVERLAY | | |
0140 722-51846 226.000 CYS | 550.00000 124300.00| 550.00000 124300.00| 550.00000 124300.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0141 722-51874 80.000 SFT | 51.41000 4112.80| 45.00000 3600.00| 40.00000 3200.00
OVERLAY DAM | | |
0142 722-60824 6298.000 SYS | 1.51000 9509.98| 0.75000 4723.50| 0.70000 4408.60
SURFACE MILLING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -9
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0143 724-03276 86.000 LFT | 55.05000 4734.30| 400.00000 34400.00| 350.00000 30100.00
STRUCTURAL EXPANSION JOINT SEALING SYS | | |
0144 724-51925 260.000 LFT | 145.00000 37700.00| 250.00000 65000.00| 220.00000 57200.00
STRUCTURAL EXPANSION JOINT, SS | | |
0145 801-03290 16.000 EACH | 265.00000 4240.00| 200.00000 3200.00| 200.00000 3200.00
CONSTRUCTION SIGN, C | | |
0146 801-06203 70649.000 LFT | 0.20000 14129.80| 0.15000 10597.35| 0.15000 10597.35
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0147 801-06207 140309.000 LFT | 0.80000 112247.20| 0.80000 112247.20| 0.80000 112247.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0148 801-06577 1741.000 LFT | 5.00000 8705.00| 4.90000 8530.90| 4.90000 8530.90
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
0149 801-06640 199.000 EACH | 155.00000 30845.00| 188.00000 37412.00| 188.00000 37412.00
CONSTRUCTION SIGN, A | | |
0150 801-06775 LUMP | 350000.00000 350000.00| 63682.56000 63682.56| 250000.00000 250000.00
MAINTAINING TRAFFIC | | |
0151 801-07119 876.000 LFT | 10.86000 9513.36| 10.00000 8760.00| 10.00000 8760.00
BARRICADE, III-B | | |
0152 801-08401 3500.000 LFT | 32.04000 112140.00| 63.00000 220500.00| 35.00000 122500.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0153 801-08509 20.000 LFT | 28.01000 560.20| 73.00000 1460.00| 50.00000 1000.00
TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | |
0154 801-52818 15.000 EACH | 9292.68000 139390.20| 5400.00000 81000.00| 5000.00000 75000.00
TEMPORARY CROSSOVER, A | | |
0155 802-03821 3.000 EACH | 70.45000 211.35| 69.00000 207.00| 69.00000 207.00
SIGN, SHEET, WITH LEGEND , 24" x 30" | | |
0156 802-05701 1187.000 LFT | 12.05000 14303.35| 11.80000 14006.60| 11.80000 14006.60
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0157 802-07060 72.000 EACH | 66.37000 4778.64| 65.00000 4680.00| 65.00000 4680.00
SIGN, SHEET, RELOCATE | | |
0158 802-09838 73.000 SFT | 11.74000 857.02| 11.50000 839.50| 11.50000 839.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0159 805-01842 16.000 EACH | 612.62000 9801.92| 600.00000 9600.00| 600.00000 9600.00
HANDHOLE, SIGNAL | | |
0160 805-01844 2865.000 LFT | 8.17000 23407.05| 8.00000 22920.00| 8.00000 22920.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0161 805-01879 1.000 EACH | 612.62000 612.62| 600.00000 600.00| 600.00000 600.00
SIGNAL SERVICE, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -10
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 805-02328 2658.000 LFT | 0.56000 1488.48| 0.55000 1461.90| 0.55000 1461.90
SIGNAL CABLE, 1C 14GA | | |
0163 805-04973 530.000 LFT | 30.63000 16233.90| 30.00000 15900.00| 30.00000 15900.00
CONDUIT , STRAPPED TO BRIDGE STR. NO. 4 | | |
0165 805-09539 19.000 EACH | 342.04000 6498.76| 335.00000 6365.00| 335.00000 6365.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0167 805-78205 5.000 EACH | 469.67000 2348.35| 460.00000 2300.00| 460.00000 2300.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0168 805-78215 3.000 EACH | 459.46000 1378.38| 450.00000 1350.00| 450.00000 1350.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0169 805-78230 3.000 EACH | 842.35000 2527.05| 825.00000 2475.00| 825.00000 2475.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0170 805-78415 2.000 EACH | 1710.22000 3420.44| 1675.00000 3350.00| 1675.00000 3350.00
SPAN, CATENARY, AND TETHER | | |
0171 805-78420 2.000 EACH | 229.73000 459.46| 225.00000 450.00| 225.00000 450.00
DISCONNECT HANGER | | |
0172 805-78485 585.000 LFT | 1.68000 982.80| 1.65000 965.25| 1.65000 965.25
SIGNAL CABLE, 5C 14GA | | |
0173 805-78490 510.000 LFT | 1.94000 989.40| 1.90000 969.00| 1.90000 969.00
SIGNAL CABLE, 7C 14GA | | |
0174 805-78510 7740.000 LFT | 0.87000 6733.80| 0.85000 6579.00| 0.85000 6579.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0175 805-03175 66.000 EACH | 204.21000 13477.86| 200.00000 13200.00| 200.00000 13200.00
PREFORMED LOOP DETECTOR , 6 FT | | |
0176 805-78785 4.000 EACH | 612.62000 2450.48| 600.00000 2400.00| 600.00000 2400.00
SIGNAL DETECTOR HOUSING | | |
0177 805-78795 870.000 LFT | 10.21000 8882.70| 10.00000 8700.00| 10.00000 8700.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0178 805-78925 1.000 EACH | 612.62000 612.62| 600.00000 600.00| 600.00000 600.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0179 805-81060 3.000 EACH | 4390.42000 13171.26| 4300.00000 12900.00| 4300.00000 12900.00
SIGNAL STRAIN POLE, STEEL, 36 FT | | |
0180 805-92504 4.000 EACH | 239.94000 959.76| 235.00000 940.00| 235.00000 940.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0185 808-06701 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0186 808-06703 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -11
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0187 808-06716 142050.000 LFT | 0.24000 34092.00| 0.27000 38353.50| 0.27000 38353.50
LINE, REMOVE | | |
0190 808-75067 490.000 LFT | 12.46000 6105.40| 15.00000 7350.00| 15.00000 7350.00
TRANSVERSE MARKING, PREFORMED PLASTIC, | | |
STOP LINE , WHITE 24 IN | | |
0191 808-75245 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0192 808-75996 261.000 EACH | 4.63000 1208.43| 8.40000 2192.40| 5.00000 1305.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0193 808-75998 273.000 EACH | 26.06000 7114.38| 19.65000 5364.45| 19.65000 5364.45
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0194 808-98796 225.000 LFT | 1.55000 348.75| 5.00000 1125.00| 5.00000 1125.00
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0195 501-06727 LUMP | 8444.16000 8444.16| 4816.00000 4816.00| 4539.34000 4539.34
CORING, PCCP | | |
0196 805-06834 1.000 EACH | 10991.36000 10991.36| 10765.00000 10765.00| 10765.00000 10765.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0197 501-09606 785.000 SYS | 24.03000 18863.55| 72.00000 56520.00| 40.00000 31400.00
QC/QA-PCCP, 8 IN. | | |
0198 503-03489 2600.000 EACH | 15.24000 39624.00| 9.47000 24622.00| 7.75000 20150.00
RETROFITTED TIE BARS | | |
0199 401-07355 95.000 TON | 142.00000 13490.00| 65.00000 6175.00| 142.00000 13490.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | |
0200 621-06545 7.000 TON | 770.00000 5390.00| 650.00000 4550.00| 770.00000 5390.00
FERTILIZER | | |
0201 621-06565 32.000 TON | 295.00000 9440.00| 450.00000 14400.00| 295.00000 9440.00
MULCHING MATERIAL | | |
0202 621-06557 2346.000 LBS | 2.08000 4879.68| 2.07000 4856.22| 2.08000 4879.68
SEED MIXTURE, T | | |
0203 303-01180 14045.000 TON | 10.35000 145365.75| 15.88000 223034.60| 14.03000 197051.35
COMPACTED AGGREGATE, NO. 53 | | |
0204 808-10031 5130.000 LFT | 0.35000 1795.50| 0.68000 3488.40| 0.40000 2052.00
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0205 808-10033 19435.000 LFT | 0.35000 6802.25| 0.68000 13215.80| 0.40000 7774.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0206 808-10034 17620.000 LFT | 0.35000 6167.00| 0.68000 11981.60| 0.40000 7048.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0207 808-10037 595.000 LFT | 0.70000 416.50| 3.75000 2231.25| 1.00000 595.00
LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -12
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662
|WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0208 808-10059 30.000 LFT | 3.00000 90.00| 5.00000 150.00| 5.00000 150.00
LINE, MULTI-COMP, SOLID, YELLOW, 12 IN. | | |
0209 808-10077 42.000 EACH | 115.00000 4830.00| 225.00000 9450.00| 150.00000 6300.00
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0210 402-07434 580.000 TON | 87.00000 50460.00| 85.00000 49300.00| 87.00000 50460.00
HMA SURFACE, TYPE C | | |
0211 402-07442 4359.000 TON | 64.00000 278976.00| 66.00000 287694.00| 64.00000 278976.00
HMA BASE, TYPE C | | |
0212 610-07488 310.000 TON | 100.00000 31000.00| 145.00000 44950.00| 100.00000 31000.00
HMA FOR APPROACHES, TYPE C | | |
0213 714-06279 90.000 LFT | 343.31000 30897.90| 376.00000 33840.00| 448.30000 40347.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
8FTX 3FT | | |
0214 801-02595 19.000 EACH | 102.10000 1939.90| 100.00000 1900.00| 100.00000 1900.00
CONTROLLER, RESET TIMING | | |
0215 801-53072 LUMP | 10720.79000 10720.79| 10500.00000 10500.00| 10500.00000 10500.00
TEMPORARY TRAFFIC SIGNAL | | |
0216 801-94295 91.000 EACH | 127.63000 11614.33| 125.00000 11375.00| 125.00000 11375.00
SIGNAL HEAD, RELOCATE | | |
0217 805-01815 3.000 EACH | 1786.80000 5360.40| 1750.00000 5250.00| 1750.00000 5250.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0218 805-01300 3.000 EACH | 2500.00000 7500.00| 1000.00000 3000.00| 1000.00000 3000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
SECTION TOTALS | $ 11,364,402.25| $ 11,857,502.00| $ 12,064,369.59
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 11,364,402.25| $ 11,857,502.00| $ 12,064,369.59
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -13
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE
| | |
0001 105-06845 LUMP | 120000.00000 120000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 90.00000 450.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 145.000 MOS | 120.00000 17400.00| |
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 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 531000.00000 531000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 120000.00000 120000.00| |
CLEARING RIGHT OF WAY | | |
0015 202-01066 6298.000 SYS | 20.50000 129109.00| |
HYDRO DEMOLITION | | |
0016 202-02240 777.000 SYS | 15.00000 11655.00| |
PAVEMENT REMOVAL | | |
0017 202-02240 68680.000 SYS | 5.50000 377740.00| |
PAVEMENT REMOVAL , CONCRETE | | |
0018 202-02278 3600.000 LFT | 6.50000 23400.00| |
CURB, CONCRETE, REMOVE | | |
0019 202-02286 66.000 EACH | 300.00000 19800.00| |
PRESENT STRUCTURE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -14
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-51328 LUMP | 50000.00000 50000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 4 | | |
0021 202-51328 LUMP | 80000.00000 80000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0022 202-51328 LUMP | 80000.00000 80000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0023 202-51328 LUMP | 50000.00000 50000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 3 | | |
0024 202-51368 673.000 SYS | 25.00000 16825.00| |
SLOPEWALL, REMOVE | | |
0025 202-51822 6298.000 SYS | 4.25000 26766.50| |
BRIDGE DECK OVERLAY, REMOVE | | |
0026 202-74045 72.000 EACH | 35.00000 2520.00| |
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0027 202-96133 3601.000 LFT | 10.00000 36010.00| |
PIPE, REMOVE | | |
0028 203-02000 21092.000 CYS | 11.00000 232012.00| |
EXCAVATION, COMMON | | |
0029 203-02070 116.000 CYS | 30.00000 3480.00| |
BORROW | | |
0030 205-02236 29.000 EACH | 90.00000 2610.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0031 205-02237 22.000 EACH | 150.00000 3300.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0033 205-06931 895.000 TON | 55.00000 49225.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06937 5331.000 LFT | 1.55000 8263.05| |
TEMPORARY SILT FENCE | | |
0035 206-51230 60.000 CYS | 25.00000 1500.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0036 207-08263 93180.000 SYS | 6.15000 573057.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0037 207-08267 11565.000 SYS | 8.25000 95411.25| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0038 211-06467 66.000 CYS | 32.00000 2112.00| |
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -15
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 211-09264 2730.000 CYS | 25.00000 68250.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0040 213-09269 225.000 CYS | 90.00000 20250.00| |
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0041 301-07448 5020.000 TON | 20.00000 100400.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 302-06464 18787.000 CYS | 35.00000 657545.00| |
SUBBASE FOR PCCP | | |
0043 302-07455 137.200 CYS | 34.00000 4664.80| |
DENSE GRADED SUBBASE | | |
0044 306-08042 12365.000 SYS | 1.30000 16074.50| |
MILLING, SCARIFICATION/PROFILE | | |
0045 306-08043 245.000 SYS | 9.00000 2205.00| |
MILLING, TRANSITION | | |
0046 306-08159 10970.000 SYS | 2.00000 21940.00| |
MILLING ASPHALT , 4.5 IN. DEPTH | | |
0047 401-06264 LUMP | 1000.00000 1000.00| |
PROFILOGRAPH, HMA | | |
0048 401-07320 1090.000 TON | 81.00000 88290.00| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0049 401-07334 1790.000 TON | 69.00000 123510.00| |
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0050 401-07403 3580.000 TON | 57.00000 204060.00| |
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0051 401-07406 3924.000 TON | 60.00000 235440.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0052 406-05520 23.000 TON | 400.00000 9200.00| |
ASPHALT FOR TACK COAT | | |
0053 501-06266 LUMP | 7000.00000 7000.00| |
PROFILOGRAPH, PCCP | | |
0054 501-06321 75140.000 SYS | 40.00000 3005600.00| |
QC/QA-PCCP, 10 IN | | |
0056 503-05240 41880.000 LFT | 8.55000 358074.00| |
D-1 CONTRACTION JOINT | | |
0057 503-05310 315.000 LFT | 150.00000 47250.00| |
TERMINAL JOINT | | |
0058 601-01115 45.310 LFT | 45.00000 2038.95| |
GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | |
0059 601-01522 16.000 EACH | 1840.00000 29440.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0060 601-01700 1.000 EACH | 1990.00000 1990.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -16
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 601-02241 7138.000 LFT | 3.50000 24983.00| |
GUARDRAIL, REMOVE | | |
0062 601-94689 14.000 EACH | 2470.00000 34580.00| |
GUARDRAIL END TREATMENT, OS | | |
0063 601-94690 5.000 EACH | 3640.00000 18200.00| |
GUARDRAIL END TREATMENT, MS | | |
0064 601-99105 4050.000 LFT | 16.00000 64800.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0065 601-99108 725.000 LFT | 24.00000 17400.00| |
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0066 602-06729 84.000 EACH | 13.00000 1092.00| |
BARRIER DELINEATOR | | |
0067 603-03829 416.000 LFT | 82.00000 34112.00| |
FENCE , CHAIN LINK, 67 IN | | |
0069 604-91531 815.000 SYS | 26.78000 21825.70| |
SIDEWALK, CONCRETE, 4 IN | | |
0070 605-06090 900.000 LFT | 11.33000 10197.00| |
CURB, INTEGRAL, CONCRETE | | |
0071 605-06140 3335.000 LFT | 12.36000 41220.60| |
CURB AND GUTTER, CONCRETE | | |
0072 605-94811 8.000 EACH | 865.20000 6921.60| |
CURB TURNOUT | | |
0073 609-06259 787.900 SYS | 67.00000 52789.30| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0074 610-09108 942.000 SYS | 45.32000 42691.44| |
PCCP FOR APPROACHES, 9 IN , DRIVEWAYS | | |
0075 615-06510 5.000 EACH | 410.00000 2050.00| |
MONUMENT, C | | |
0076 615-06515 27.000 EACH | 110.00000 2970.00| |
MONUMENT, D | | |
0077 616-02320 2626.000 SYS | 2.13000 5593.38| |
GEOTEXTILES | | |
0078 616-06405 1078.000 TON | 36.00000 38808.00| |
RIPRAP, REVETMENT | | |
0079 616-06451 670.000 TON | 60.00000 40200.00| |
RIPRAP, UNIFORM | | |
0080 616-51367 673.000 SYS | 48.00000 32304.00| |
SLOPEWALL, CONCRETE, 4 IN | | |
0081 616-93772 6.000 EACH | 100.00000 600.00| |
INSPECTION HOLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -17
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 619-09429 1262.000 SFT | 6.50000 8203.00| |
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 4 | | |
0083 619-09429 1182.000 SFT | 6.75000 7978.50| |
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 2 | | |
0084 619-09429 1205.000 SFT | 6.98000 8410.90| |
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | |
QP-2 , STR. NO. 3 | | |
0085 619-09437 1262.000 SFT | 3.50000 4417.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 4 | | |
0086 619-09437 1182.000 SFT | 3.50000 4137.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 2 | | |
0087 619-09437 1205.000 SFT | 3.42000 4121.10| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR. NO. 3 | | |
0088 621-01004 15.000 EACH | 375.00000 5625.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0089 621-06554 2346.000 LBS | 3.86000 9055.56| |
SEED MIXTURE, U | | |
0091 621-06574 249.000 SYS | 2.39000 595.11| |
SODDING | | |
0092 621-06575 28770.000 SYS | 2.80000 80556.00| |
SODDING, NURSERY | | |
0093 628-09403 29.000 MOS | 2300.00000 66700.00| |
FIELD OFFICE, C | | |
0094 628-09407 58.000 MOS | 115.00000 6670.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0095 702-04325 LUMP | 15000.00000 15000.00| |
TEMPORARY SHORING , STR. NO. 4 | | |
0096 702-04325 LUMP | 15000.00000 15000.00| |
TEMPORARY SHORING , STR. NO. 3 | | |
0097 702-51005 49.000 CYS | 650.00000 31850.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0098 702-51100 9578.000 LBS | 9.00000 86202.00| |
DRAIN PIPE, CAST IRON, 6 IN | | |
0099 702-51110 1536.000 LBS | 8.50000 13056.00| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -18
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 702-51863 7116.000 EACH | 7.50000 53370.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0101 703-06028 4019.000 LBS | 1.10000 4420.90| |
REINFORCING BARS | | |
0102 703-06029 153140.000 LBS | 1.10000 168454.00| |
REINFORCING BARS, EPOXY COATED | | |
0103 704-51002 89.100 CYS | 700.00000 62370.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0104 706-05732 8.000 EACH | 1600.00000 12800.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0105 706-05734 8.000 EACH | 1600.00000 12800.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0106 706-51020 279.300 CYS | 550.00000 153615.00| |
CONCRETE, C, RAILING | | |
0107 708-51814 528.000 SFT | 8.50000 4488.00| |
WELDED STEEL WIRE FABRIC | | |
0108 709-51821 LUMP | 8160.00000 8160.00| |
SURFACE SEAL , STR. NO. 4 | | |
0109 709-51821 LUMP | 6264.00000 6264.00| |
SURFACE SEAL , STR. NO. 1 | | |
0110 709-51821 LUMP | 8450.00000 8450.00| |
SURFACE SEAL , STR. NO. 2 | | |
0111 709-51821 LUMP | 8160.00000 8160.00| |
SURFACE SEAL , STR. NO. 3 | | |
0112 710-09158 900.000 SFT | 28.00000 25200.00| |
PATCHING CONCRETE STRUCTURES | | |
0113 711-51035 1123.000 LBS | 9.50000 10668.50| |
STRUCTURAL STEEL | | |
0114 715-02628 2.000 EACH | 540.00000 1080.00| |
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0115 715-03476 2.000 EACH | 875.00000 1750.00| |
SAFETY METAL END SECTION, 4:1, 24 IN | | |
0116 715-04611 1.000 EACH | 550.00000 550.00| |
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0117 715-05048 34651.000 LFT | 2.35000 81429.85| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0118 715-05053 8033.000 LFT | 12.24000 98323.92| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0119 715-05121 243.000 LFT | 40.00000 9720.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0120 715-05123 66.000 LFT | 50.00000 3300.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -19
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 715-05149 1954.000 LFT | 30.00000 58620.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0122 715-05151 622.000 LFT | 38.00000 23636.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0123 715-05152 184.000 LFT | 40.00000 7360.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0124 715-05168 54.000 LFT | 30.00000 1620.00| |
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0125 715-05169 55.000 LFT | 38.00000 2090.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0126 715-06629 2.000 EACH | 1500.00000 3000.00| |
PIPE END SECTION, MIN. AREA 10.2 SFT. | | |
0128 715-46000 28.000 EACH | 450.00000 12600.00| |
PIPE END SECTION, 12 IN | | |
0129 715-46005 3.000 EACH | 500.00000 1500.00| |
PIPE END SECTION, 15 IN | | |
0130 715-46010 3.000 EACH | 600.00000 1800.00| |
PIPE END SECTION, 18 IN | | |
0131 718-06529 61.000 EACH | 561.00000 34221.00| |
OUTLET PROTECTOR, 2 | | |
0132 718-06532 42684.000 LFT | 0.87000 37135.08| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0133 718-52610 3136.000 CYS | 32.64000 102359.04| |
AGGREGATE FOR UNDERDRAINS | | |
0134 720-44000 8.000 EACH | 700.00000 5600.00| |
CASTING, ADJUST TO GRADE | | |
0135 720-45065 15.000 EACH | 3000.00000 45000.00| |
INLET, N12 | | |
0136 720-45070 9.000 EACH | 2200.00000 19800.00| |
INLET, P12A | | |
0137 720-45250 17.000 EACH | 1500.00000 25500.00| |
CATCH BASIN, K10 | | |
0138 722-51401 9985.000 SFT | 22.00000 219670.00| |
BRIDGE DECK PATCHING, FULL DEPTH | | |
0139 722-51842 6298.000 SYS | 55.00000 346390.00| |
BRIDGE DECK OVERLAY | | |
0140 722-51846 226.000 CYS | 550.00000 124300.00| |
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0141 722-51874 80.000 SFT | 45.00000 3600.00| |
OVERLAY DAM | | |
0142 722-60824 6298.000 SYS | 0.75000 4723.50| |
SURFACE MILLING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -20
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0143 724-03276 86.000 LFT | 400.00000 34400.00| |
STRUCTURAL EXPANSION JOINT SEALING SYS | | |
0144 724-51925 260.000 LFT | 250.00000 65000.00| |
STRUCTURAL EXPANSION JOINT, SS | | |
0145 801-03290 16.000 EACH | 265.00000 4240.00| |
CONSTRUCTION SIGN, C | | |
0146 801-06203 70649.000 LFT | 0.21000 14836.29| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0147 801-06207 140309.000 LFT | 0.81000 113650.29| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0148 801-06577 1741.000 LFT | 7.96000 13858.36| |
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
0149 801-06640 199.000 EACH | 155.00000 30845.00| |
CONSTRUCTION SIGN, A | | |
0150 801-06775 LUMP | 200000.00000 200000.00| |
MAINTAINING TRAFFIC | | |
0151 801-07119 876.000 LFT | 11.00000 9636.00| |
BARRICADE, III-B | | |
0152 801-08401 3500.000 LFT | 70.00000 245000.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0153 801-08509 20.000 LFT | 80.00000 1600.00| |
TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | |
0154 801-52818 15.000 EACH | 9000.00000 135000.00| |
TEMPORARY CROSSOVER, A | | |
0155 802-03821 3.000 EACH | 75.00000 225.00| |
SIGN, SHEET, WITH LEGEND , 24" x 30" | | |
0156 802-05701 1187.000 LFT | 9.25000 10979.75| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0157 802-07060 72.000 EACH | 52.00000 3744.00| |
SIGN, SHEET, RELOCATE | | |
0158 802-09838 73.000 SFT | 14.50000 1058.50| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0159 805-01842 16.000 EACH | 822.00000 13152.00| |
HANDHOLE, SIGNAL | | |
0160 805-01844 2865.000 LFT | 12.20000 34953.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0161 805-01879 1.000 EACH | 615.00000 615.00| |
SIGNAL SERVICE, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -21
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 805-02328 2658.000 LFT | 0.47000 1249.26| |
SIGNAL CABLE, 1C 14GA | | |
0163 805-04973 530.000 LFT | 2.00000 1060.00| |
CONDUIT , STRAPPED TO BRIDGE STR. NO. 4 | | |
0165 805-09539 19.000 EACH | 415.00000 7885.00| |
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0167 805-78205 5.000 EACH | 433.00000 2165.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0168 805-78215 3.000 EACH | 433.00000 1299.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0169 805-78230 3.000 EACH | 753.00000 2259.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0170 805-78415 2.000 EACH | 1577.00000 3154.00| |
SPAN, CATENARY, AND TETHER | | |
0171 805-78420 2.000 EACH | 232.00000 464.00| |
DISCONNECT HANGER | | |
0172 805-78485 585.000 LFT | 1.23000 719.55| |
SIGNAL CABLE, 5C 14GA | | |
0173 805-78490 510.000 LFT | 1.38000 703.80| |
SIGNAL CABLE, 7C 14GA | | |
0174 805-78510 7740.000 LFT | 0.80000 6192.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0175 805-03175 66.000 EACH | 395.00000 26070.00| |
PREFORMED LOOP DETECTOR , 6 FT | | |
0176 805-78785 4.000 EACH | 635.00000 2540.00| |
SIGNAL DETECTOR HOUSING | | |
0177 805-78795 870.000 LFT | 6.80000 5916.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0178 805-78925 1.000 EACH | 940.00000 940.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0179 805-81060 3.000 EACH | 4375.00000 13125.00| |
SIGNAL STRAIN POLE, STEEL, 36 FT | | |
0180 805-92504 4.000 EACH | 285.00000 1140.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0185 808-06701 5140.000 LFT | 0.48000 2467.20| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0186 808-06703 5140.000 LFT | 0.48000 2467.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -22
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0187 808-06716 142050.000 LFT | 0.24000 34092.00| |
LINE, REMOVE | | |
0190 808-75067 490.000 LFT | 12.46000 6105.40| |
TRANSVERSE MARKING, PREFORMED PLASTIC, | | |
STOP LINE , WHITE 24 IN | | |
0191 808-75245 5140.000 LFT | 0.48000 2467.20| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0192 808-75996 261.000 EACH | 0.05000 13.05| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0193 808-75998 273.000 EACH | 26.50000 7234.50| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0194 808-98796 225.000 LFT | 1.55000 348.75| |
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0195 501-06727 LUMP | 4000.00000 4000.00| |
CORING, PCCP | | |
0196 805-06834 1.000 EACH | 8970.00000 8970.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0197 501-09606 785.000 SYS | 55.00000 43175.00| |
QC/QA-PCCP, 8 IN. | | |
0198 503-03489 2600.000 EACH | 16.50000 42900.00| |
RETROFITTED TIE BARS | | |
0199 401-07355 95.000 TON | 142.00000 13490.00| |
QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | |
0200 621-06545 7.000 TON | 770.00000 5390.00| |
FERTILIZER | | |
0201 621-06565 32.000 TON | 295.00000 9440.00| |
MULCHING MATERIAL | | |
0202 621-06557 2346.000 LBS | 2.08000 4879.68| |
SEED MIXTURE, T | | |
0203 303-01180 14045.000 TON | 13.00000 182585.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0204 808-10031 5130.000 LFT | 0.35000 1795.50| |
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0205 808-10033 19435.000 LFT | 0.35000 6802.25| |
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0206 808-10034 17620.000 LFT | 0.35000 6167.00| |
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0207 808-10037 595.000 LFT | 0.70000 416.50| |
LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 256 -23
TABULATION OF BIDS
CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0208 808-10059 30.000 LFT | 3.00000 90.00| |
LINE, MULTI-COMP, SOLID, YELLOW, 12 IN. | | |
0209 808-10077 42.000 EACH | 115.00000 4830.00| |
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0210 402-07434 580.000 TON | 87.00000 50460.00| |
HMA SURFACE, TYPE C | | |
0211 402-07442 4359.000 TON | 64.00000 278976.00| |
HMA BASE, TYPE C | | |
0212 610-07488 310.000 TON | 100.00000 31000.00| |
HMA FOR APPROACHES, TYPE C | | |
0213 714-06279 90.000 LFT | 500.00000 45000.00| |
STRUCTURE, PRECAST, RC, BOX SECTION | | |
8FTX 3FT | | |
0214 801-02595 19.000 EACH | 165.00000 3135.00| |
CONTROLLER, RESET TIMING | | |
0215 801-53072 LUMP | 12380.00000 12380.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0216 801-94295 91.000 EACH | 190.00000 17290.00| |
SIGNAL HEAD, RELOCATE | | |
0217 805-01815 3.000 EACH | 1970.00000 5910.00| |
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0218 805-01300 3.000 EACH | 1988.00000 5964.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
SECTION TOTALS | $ 12,194,607.06| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 12,194,607.06| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT W/ADDED TURN LANES COMPLETION DATE : 06/24/11
LOCATION : AT CR 200N AND CR 900N PROJECT(S) : 0710508
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 823,650.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 893,900.00 108.5291%
3 35-0999231 HUNT PAVING COMPANY INC $ 898,965.32 109.1441%
4 35-1139301 E & B PAVING INC $ 933,979.18 113.3952%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,153,995.15 140.1075%
6 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,164,072.70 141.3310%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY 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 | 8000.00000 8000.00| 8000.00000 8000.00| 12500.00000 12500.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 103391.93000 103391.93| 45000.00000 45000.00| 66000.00000 66000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 9300.00000 9300.00
CLEARING RIGHT OF WAY | | |
0009 202-03000 LUMP | 8600.00000 8600.00| 6500.00000 6500.00| 14500.00000 14500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
PARCEL NO. 5 | | |
0010 202-03135 50.000 SFT | 28.00000 1400.00| 38.00000 1900.00| 20.00000 1000.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE AND TRANSPORT AND DISPOSE | | |
0011 203-02000 2135.000 CYS | 18.50000 39497.50| 52.00000 111020.00| 22.00000 46970.00
EXCAVATION, COMMON | | |
0012 203-02070 1827.000 CYS | 1.00000 1827.00| 0.50000 913.50| 0.01000 18.27
BORROW | | |
0013 205-03371 10.000 CYS | 30.00000 300.00| 100.00000 1000.00| 60.00000 600.00
SEDIMENT, REMOVE | | |
0014 205-06932 73.000 LFT | 10.00000 730.00| 10.00000 730.00| 8.45000 616.85
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 3.000 EACH | 85.00000 255.00| 48.00000 144.00| 105.00000 315.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 4204.000 LFT | 1.20000 5044.80| 1.05000 4414.20| 1.30000 5465.20
TEMPORARY SILT FENCE | | |
0018 207-08267 191.000 SYS | 13.30000 2540.30| 8.50000 1623.50| 19.00000 3629.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 600.000 CYS | 15.75000 9450.00| 10.00000 6000.00| 18.00000 10800.00
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 303-01180 80.000 TON | 30.00000 2400.00| 32.00000 2560.00| 32.00000 2560.00
COMPACTED AGGREGATE, NO. 53 | | |
0021 306-08034 520.000 SYS | 3.60000 1872.00| 6.00000 3120.00| 9.00000 4680.00
MILLING, ASPHALT, 1 1/2 IN | | |
0022 402-07433 710.000 TON | 63.20000 44872.00| 55.00000 39050.00| 65.50000 46505.00
HMA SURFACE, TYPE B | | |
0023 402-07438 1165.000 TON | 49.70000 57900.50| 55.00000 64075.00| 50.00000 58250.00
HMA INTERMEDIATE, TYPE B | | |
0024 402-07441 2510.000 TON | 46.30000 116213.00| 52.00000 130520.00| 48.00000 120480.00
HMA BASE, TYPE B | | |
0025 406-05520 6.200 TON | 525.00000 3255.00| 100.00000 620.00| 500.00000 3100.00
ASPHALT FOR TACK COAT | | |
0026 502-06627 182.000 SYS | 55.50000 10101.00| 80.00000 14560.00| 92.00000 16744.00
PCCP, 6 IN COLORED AND STAMPED | | |
0027 604-07894 55.000 SYS | 122.50000 6737.50| 125.00000 6875.00| 108.00000 5940.00
CURB RAMP, CONCRETE, A | | |
0028 604-07904 62.000 SYS | 113.00000 7006.00| 105.00000 6510.00| 112.00000 6944.00
CURB RAMP, CONCRETE, L | | |
0029 604-91531 595.000 SYS | 28.40000 16898.00| 30.00000 17850.00| 33.00000 19635.00
SIDEWALK, CONCRETE, 4 IN | | |
0030 605-06120 973.000 LFT | 26.00000 25298.00| 14.50000 14108.50| 13.00000 12649.00
CURB, CONCRETE | | |
0031 605-06140 2825.000 LFT | 10.75000 30368.75| 13.50000 38137.50| 13.70000 38702.50
CURB AND GUTTER, CONCRETE | | |
0032 605-06145 295.000 LFT | 18.00000 5310.00| 13.50000 3982.50| 14.00000 4130.00
CURB AND GUTTER, B, CONCRETE | | |
0033 605-06255 53.000 SYS | 71.20000 3773.60| 116.00000 6148.00| 85.00000 4505.00
CENTER CURB, D, CONCRETE | | |
0034 605-09131 8.000 LFT | 297.00000 2376.00| 91.00000 728.00| 124.00000 992.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0035 610-08446 191.000 SYS | 40.00000 7640.00| 47.00000 8977.00| 42.00000 8022.00
PCCP FOR APPROACHES, 6 IN | | |
0036 615-06505 4.000 EACH | 695.00000 2780.00| 695.00000 2780.00| 860.00000 3440.00
MONUMENT, B | | |
0037 615-06527 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 560.00000 1120.00
MONUMENT, SECTION CORNER INSTALL | | |
0038 616-02320 576.500 SYS | 2.55000 1470.08| 2.00000 1153.00| 1.10000 634.15
GEOTEXTILES | | |
0039 616-06405 3.500 TON | 180.00000 630.00| 170.00000 595.00| 150.00000 525.00
RIPRAP, REVETMENT | | |
0040 621-01004 2.000 EACH | 500.00000 1000.00| 495.00000 990.00| 370.00000 740.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -4
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-02363 150.000 SYS | 1.80000 270.00| 3.00000 450.00| 1.30000 195.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0042 621-06545 0.700 TON | 1100.00000 770.00| 600.00000 420.00| 455.00000 318.50
FERTILIZER | | |
0043 621-06554 260.000 LBS | 4.00000 1040.00| 2.95000 767.00| 5.00000 1300.00
SEED MIXTURE, U | | |
0044 621-06565 3.400 TON | 350.00000 1190.00| 375.00000 1275.00| 600.00000 2040.00
MULCHING MATERIAL | | |
0045 621-06567 2.700 kGAL | 1.00000 2.70| 0.10000 0.27| 10.50000 28.35
WATER | | |
0046 621-06570 37.000 CYS | 15.00000 555.00| 45.00000 1665.00| 55.00000 2035.00
TOPSOIL | | |
0047 621-06574 664.000 SYS | 5.61000 3725.04| 4.00000 2656.00| 4.75000 3154.00
SODDING | | |
0048 621-98038 47.000 CYS | 60.00000 2820.00| 42.00000 1974.00| 105.00000 4935.00
MULCH, HARDWOOD SHREDDED BARK | | |
0049 628-09402 7.000 MOS | 2300.00000 16100.00| 1500.00000 10500.00| 2300.00000 16100.00
FIELD OFFICE, B | | |
0050 715-05149 468.000 LFT | 28.50000 13338.00| 27.50000 12870.00| 35.00000 16380.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0051 715-05151 368.000 LFT | 31.00000 11408.00| 26.50000 9752.00| 38.00000 13984.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0052 715-05152 184.000 LFT | 31.00000 5704.00| 34.50000 6348.00| 39.00000 7176.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0053 715-05154 431.000 LFT | 41.00000 17671.00| 36.50000 15731.50| 46.00000 19826.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0054 715-09064 1466.000 LFT | 1.50000 2199.00| 1.00000 1466.00| 1.55000 2272.30
VIDEO INSPECTION FOR PIPE | | |
0055 715-46000 2.000 EACH | 300.00000 600.00| 390.00000 780.00| 460.00000 920.00
PIPE END SECTION, 12 IN | | |
0056 715-46005 2.000 EACH | 390.00000 780.00| 390.00000 780.00| 500.00000 1000.00
PIPE END SECTION, 15 IN | | |
0057 715-46020 1.000 EACH | 430.00000 430.00| 490.00000 490.00| 975.00000 975.00
PIPE END SECTION, 24 IN | | |
0058 720-45040 2.000 EACH | 1873.00000 3746.00| 1900.00000 3800.00| 1525.00000 3050.00
INLET, G7 | | |
0059 720-45410 2.000 EACH | 1850.00000 3700.00| 2100.00000 4200.00| 1900.00000 3800.00
MANHOLE, C4 | | |
0060 720-45415 1.000 EACH | 2825.00000 2825.00| 2900.00000 2900.00| 4100.00000 4100.00
MANHOLE, D4 | | |
0061 720-98174 7.000 EACH | 1910.00000 13370.00| 2000.00000 14000.00| 1750.00000 12250.00
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -5
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 720-98555 9.000 EACH | 1960.00000 17640.00| 2000.00000 18000.00| 1750.00000 15750.00
INLET, C15 | | |
0063 801-03290 4.000 EACH | 165.00000 660.00| 223.00000 892.00| 170.00000 680.00
CONSTRUCTION SIGN, C | | |
0064 801-06640 23.000 EACH | 135.00000 3105.00| 109.00000 2507.00| 140.00000 3220.00
CONSTRUCTION SIGN, A | | |
0065 801-06775 LUMP | 15000.00000 15000.00| 20117.38000 20117.38| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0066 801-07119 192.000 LFT | 11.25000 2160.00| 9.25000 1776.00| 11.90000 2284.80
BARRICADE, III-B | | |
0067 802-05701 306.000 LFT | 12.00000 3672.00| 12.00000 3672.00| 13.00000 3978.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0068 802-09838 144.500 SFT | 11.00000 1589.50| 11.00000 1589.50| 15.00000 2167.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0069 802-09840 66.000 SFT | 11.50000 759.00| 11.50000 759.00| 19.50000 1287.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0070 807-02191 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 630.00000 1260.00
HANDHOLE, LIGHTING | | |
0071 807-02426 425.000 LFT | 13.00000 5525.00| 13.00000 5525.00| 5.75000 2443.75
WIRE, THW, NO. 4 COPPER, IN PLASTIC | | |
DUCT, IN CONDUIT, 4 1/C | | |
0072 807-02428 9.000 EACH | 800.00000 7200.00| 800.00000 7200.00| 750.00000 6750.00
LIGHTING FOUNDATION CONCRETE WITH | | |
GROUND , 30 IN X 30 IN X 96 IN | | |
0073 807-03051 810.000 LFT | 0.60000 486.00| 0.60000 486.00| 0.50000 405.00
LIGHT CABLE, 1C 10GA. | | |
0074 807-03738 9.000 EACH | 2500.00000 22500.00| 2500.00000 22500.00| 2800.00000 25200.00
LIGHT POLE ASSEMBLY, STREET | | |
0075 807-06592 425.000 LFT | 8.00000 3400.00| 8.00000 3400.00| 13.00000 5525.00
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0076 807-07580 748.000 LFT | 8.00000 5984.00| 8.00000 5984.00| 8.00000 5984.00
WIRE #4 COPPER PLASTIC DUCT TRENCH 4, | | |
1/C | | |
0077 807-86805 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| 2600.00000 2600.00
SERVICE POINT, I | | |
0078 807-86910 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 31.50000 283.50
CONNECTOR KIT, UNFUSED | | |
0079 807-86915 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 31.50000 283.50
CONNECTOR KIT, FUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -6
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 807-86920 15.000 EACH | 20.00000 300.00| 20.00000 300.00| 9.50000 142.50
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0081 807-86930 18.000 EACH | 20.00000 360.00| 20.00000 360.00| 9.50000 171.00
INSULATION LINK, NON-WATERPROOFED | | |
0082 807-86935 12.000 EACH | 20.00000 240.00| 20.00000 240.00| 50.00000 600.00
INSULATION LINK, WATERPROOFED | | |
0083 808-06701 140.000 LFT | 0.55000 77.00| 1.00000 140.00| 0.58000 81.20
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0084 808-06703 650.000 LFT | 0.55000 357.50| 0.65000 422.50| 0.58000 377.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0086 808-74815 360.000 LFT | 2.05000 738.00| 2.35000 846.00| 2.15000 774.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 12" | | |
0087 808-75245 3795.000 LFT | 0.55000 2087.25| 0.62000 2352.90| 0.58000 2201.10
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0088 808-75274 205.000 LFT | 0.71000 145.55| 1.55000 317.75| 0.75000 153.75
TRANSVERSE MARKING THERMOPLASTIC SOLID | | |
YELLOW CROSSHATCH LINE, 8" | | |
0089 808-75278 100.000 LFT | 2.05000 205.00| 2.30000 230.00| 2.15000 215.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0090 808-75320 8.000 EACH | 59.00000 472.00| 139.00000 1112.00| 62.00000 496.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0091 808-98796 154.000 LFT | 3.25000 500.50| 2.25000 346.50| 3.40000 523.60
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0092 207-08263 15000.000 SYS | 4.67000 70050.00| 8.50000 127500.00| 10.00000 150000.00
SUBGRADE TREATMENT, TYPE IA | | |
0093 808-10118 80.000 LFT | 3.25000 260.00| 11.50000 920.00| 3.40000 272.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
YIELD, WHITE, 24 IN. | | |
SECTION TOTALS | $ 823,650.00| $ 893,900.00| $ 898,965.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 823,650.00| $ 893,900.00| $ 898,965.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -7
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381
|E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR 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 | 8000.00000 8000.00| 10840.00000 10840.00| 10000.00000 10000.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 46700.00000 46700.00| 41948.56000 41948.56| 58000.00000 58000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 48750.00000 48750.00| 17807.89000 17807.89| 29000.00000 29000.00
CLEARING RIGHT OF WAY | | |
0009 202-03000 LUMP | 15000.00000 15000.00| 12207.93000 12207.93| 15500.00000 15500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
PARCEL NO. 5 | | |
0010 202-03135 50.000 SFT | 25.00000 1250.00| 22.40000 1120.00| 75.00000 3750.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE AND TRANSPORT AND DISPOSE | | |
0011 203-02000 2135.000 CYS | 38.00000 81130.00| 21.11000 45069.85| 20.00000 42700.00
EXCAVATION, COMMON | | |
0012 203-02070 1827.000 CYS | 38.00000 69426.00| 13.82000 25249.14| 40.00000 73080.00
BORROW | | |
0013 205-03371 10.000 CYS | 25.00000 250.00| 75.02000 750.20| 25.00000 250.00
SEDIMENT, REMOVE | | |
0014 205-06932 73.000 LFT | 5.00000 365.00| 11.20000 817.60| 8.00000 584.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 3.000 EACH | 80.00000 240.00| 260.41000 781.23| 105.00000 315.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 4204.000 LFT | 1.35000 5675.40| 2.55000 10720.20| 1.35000 5675.40
TEMPORARY SILT FENCE | | |
0018 207-08267 191.000 SYS | 9.50000 1814.50| 16.42000 3136.22| 15.00000 2865.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 600.000 CYS | 36.00000 21600.00| 24.86000 14916.00| 32.00000 19200.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0020 303-01180 80.000 TON | 25.00000 2000.00| 155.65000 12452.00| 27.00000 2160.00
COMPACTED AGGREGATE, NO. 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -8
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381
|E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 306-08034 520.000 SYS | 8.73000 4539.60| 17.50000 9100.00| 7.00000 3640.00
MILLING, ASPHALT, 1 1/2 IN | | |
0022 402-07433 710.000 TON | 69.00000 48990.00| 69.70000 49487.00| 90.00000 63900.00
HMA SURFACE, TYPE B | | |
0023 402-07438 1165.000 TON | 54.00000 62910.00| 52.81000 61523.65| 75.00000 87375.00
HMA INTERMEDIATE, TYPE B | | |
0024 402-07441 2510.000 TON | 52.00000 130520.00| 51.23000 128587.30| 74.00000 185740.00
HMA BASE, TYPE B | | |
0025 406-05520 6.200 TON | 400.00000 2480.00| 562.97000 3490.41| 500.00000 3100.00
ASPHALT FOR TACK COAT | | |
0026 502-06627 182.000 SYS | 96.00000 17472.00| 63.27000 11515.14| 65.00000 11830.00
PCCP, 6 IN COLORED AND STAMPED | | |
0027 604-07894 55.000 SYS | 120.00000 6600.00| 159.47000 8770.85| 150.00000 8250.00
CURB RAMP, CONCRETE, A | | |
0028 604-07904 62.000 SYS | 85.00000 5270.00| 188.39000 11680.18| 150.00000 9300.00
CURB RAMP, CONCRETE, L | | |
0029 604-91531 595.000 SYS | 26.50000 15767.50| 48.51000 28863.45| 35.00000 20825.00
SIDEWALK, CONCRETE, 4 IN | | |
0030 605-06120 973.000 LFT | 21.75000 21162.75| 15.38000 14964.74| 13.00000 12649.00
CURB, CONCRETE | | |
0031 605-06140 2825.000 LFT | 12.00000 33900.00| 14.26000 40284.50| 13.00000 36725.00
CURB AND GUTTER, CONCRETE | | |
0032 605-06145 295.000 LFT | 22.50000 6637.50| 18.84000 5557.80| 13.00000 3835.00
CURB AND GUTTER, B, CONCRETE | | |
0033 605-06255 53.000 SYS | 115.00000 6095.00| 250.71000 13287.63| 105.00000 5565.00
CENTER CURB, D, CONCRETE | | |
0034 605-09131 8.000 LFT | 100.00000 800.00| 30.24000 241.92| 30.00000 240.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0035 610-08446 191.000 SYS | 49.50000 9454.50| 51.72000 9878.52| 49.00000 9359.00
PCCP FOR APPROACHES, 6 IN | | |
0036 615-06505 4.000 EACH | 850.00000 3400.00| 707.51000 2830.04| 1000.00000 4000.00
MONUMENT, B | | |
0037 615-06527 2.000 EACH | 550.00000 1100.00| 545.06000 1090.12| 900.00000 1800.00
MONUMENT, SECTION CORNER INSTALL | | |
0038 616-02320 576.500 SYS | 2.75000 1585.38| 1.71000 985.82| 1.20000 691.80
GEOTEXTILES | | |
0039 616-06405 3.500 TON | 50.00000 175.00| 85.58000 299.53| 100.00000 350.00
RIPRAP, REVETMENT | | |
0040 621-01004 2.000 EACH | 700.00000 1400.00| 392.00000 784.00| 700.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0041 621-02363 150.000 SYS | 0.45000 67.50| 0.45000 67.50| 1.50000 225.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -9
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381
|E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-06545 0.700 TON | 820.00000 574.00| 812.00000 568.40| 475.00000 332.50
FERTILIZER | | |
0043 621-06554 260.000 LBS | 4.20000 1092.00| 4.20000 1092.00| 5.00000 1300.00
SEED MIXTURE, U | | |
0044 621-06565 3.400 TON | 375.00000 1275.00| 436.80000 1485.12| 550.00000 1870.00
MULCHING MATERIAL | | |
0045 621-06567 2.700 kGAL | 100.00000 270.00| 1.12000 3.02| 10.00000 27.00
WATER | | |
0046 621-06570 37.000 CYS | 30.00000 1110.00| 29.12000 1077.44| 65.00000 2405.00
TOPSOIL | | |
0047 621-06574 664.000 SYS | 3.85000 2556.40| 5.00000 3320.00| 5.00000 3320.00
SODDING | | |
0048 621-98038 47.000 CYS | 55.00000 2585.00| 47.04000 2210.88| 100.00000 4700.00
MULCH, HARDWOOD SHREDDED BARK | | |
0049 628-09402 7.000 MOS | 2000.00000 14000.00| 1625.29000 11377.03| 1750.00000 12250.00
FIELD OFFICE, B | | |
0050 715-05149 468.000 LFT | 24.00000 11232.00| 44.89000 21008.52| 30.00000 14040.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0051 715-05151 368.000 LFT | 22.00000 8096.00| 42.06000 15478.08| 35.00000 12880.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0052 715-05152 184.000 LFT | 30.00000 5520.00| 46.14000 8489.76| 38.00000 6992.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0053 715-05154 431.000 LFT | 38.00000 16378.00| 70.49000 30381.19| 42.00000 18102.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0054 715-09064 1466.000 LFT | 0.75000 1099.50| 2.80000 4104.80| 1.50000 2199.00
VIDEO INSPECTION FOR PIPE | | |
0055 715-46000 2.000 EACH | 175.00000 350.00| 642.02000 1284.04| 450.00000 900.00
PIPE END SECTION, 12 IN | | |
0056 715-46005 2.000 EACH | 175.00000 350.00| 686.31000 1372.62| 495.00000 990.00
PIPE END SECTION, 15 IN | | |
0057 715-46020 1.000 EACH | 355.00000 355.00| 791.31000 791.31| 650.00000 650.00
PIPE END SECTION, 24 IN | | |
0058 720-45040 2.000 EACH | 2900.00000 5800.00| 1002.48000 2004.96| 1550.00000 3100.00
INLET, G7 | | |
0059 720-45410 2.000 EACH | 1700.00000 3400.00| 2679.52000 5359.04| 1450.00000 2900.00
MANHOLE, C4 | | |
0060 720-45415 1.000 EACH | 3500.00000 3500.00| 6091.58000 6091.58| 2775.00000 2775.00
MANHOLE, D4 | | |
0061 720-98174 7.000 EACH | 1500.00000 10500.00| 1805.17000 12636.19| 1950.00000 13650.00
INLET, B15 | | |
0062 720-98555 9.000 EACH | 1500.00000 13500.00| 2091.93000 18827.37| 1950.00000 17550.00
INLET, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -10
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381
|E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 801-03290 4.000 EACH | 223.00000 892.00| 249.76000 999.04| 165.00000 660.00
CONSTRUCTION SIGN, C | | |
0064 801-06640 23.000 EACH | 109.00000 2507.00| 122.08000 2807.84| 150.00000 3450.00
CONSTRUCTION SIGN, A | | |
0065 801-06775 LUMP | 5400.00000 5400.00| 27269.83000 27269.83| 12783.00000 12783.00
MAINTAINING TRAFFIC | | |
0066 801-07119 192.000 LFT | 9.25000 1776.00| 10.36000 1989.12| 12.00000 2304.00
BARRICADE, III-B | | |
0067 802-05701 306.000 LFT | 13.50000 4131.00| 11.20000 3427.20| 13.00000 3978.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0068 802-09838 144.500 SFT | 15.00000 2167.50| 13.44000 1942.08| 15.00000 2167.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0069 802-09840 66.000 SFT | 16.00000 1056.00| 14.56000 960.96| 19.00000 1254.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0070 807-02191 2.000 EACH | 875.00000 1750.00| 1130.12000 2260.24| 600.00000 1200.00
HANDHOLE, LIGHTING | | |
0071 807-02426 425.000 LFT | 9.50000 4037.50| 9.61000 4084.25| 6.00000 2550.00
WIRE, THW, NO. 4 COPPER, IN PLASTIC | | |
DUCT, IN CONDUIT, 4 1/C | | |
0072 807-02428 9.000 EACH | 1150.00000 10350.00| 904.09000 8136.81| 750.00000 6750.00
LIGHTING FOUNDATION CONCRETE WITH | | |
GROUND , 30 IN X 30 IN X 96 IN | | |
0073 807-03051 810.000 LFT | 0.70000 567.00| 0.23000 186.30| 0.50000 405.00
LIGHT CABLE, 1C 10GA. | | |
0074 807-03738 9.000 EACH | 2600.00000 23400.00| 2994.80000 26953.20| 2700.00000 24300.00
LIGHT POLE ASSEMBLY, STREET | | |
0075 807-06592 425.000 LFT | 12.00000 5100.00| 14.13000 6005.25| 13.00000 5525.00
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0076 807-07580 748.000 LFT | 9.50000 7106.00| 9.61000 7188.28| 8.00000 5984.00
WIRE #4 COPPER PLASTIC DUCT TRENCH 4, | | |
1/C | | |
0077 807-86805 1.000 EACH | 2300.00000 2300.00| 2768.78000 2768.78| 2550.00000 2550.00
SERVICE POINT, I | | |
0078 807-86910 9.000 EACH | 35.00000 315.00| 20.34000 183.06| 30.00000 270.00
CONNECTOR KIT, UNFUSED | | |
0079 807-86915 9.000 EACH | 30.00000 270.00| 24.30000 218.70| 30.00000 270.00
CONNECTOR KIT, FUSED | | |
0080 807-86920 15.000 EACH | 13.00000 195.00| 18.65000 279.75| 9.00000 135.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 260 -11
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381
|E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 807-86930 18.000 EACH | 12.00000 216.00| 13.56000 244.08| 9.00000 162.00
INSULATION LINK, NON-WATERPROOFED | | |
0082 807-86935 12.000 EACH | 15.00000 180.00| 15.82000 189.84| 50.00000 600.00
INSULATION LINK, WATERPROOFED | | |
0083 808-06701 140.000 LFT | 1.00000 140.00| 1.12000 156.80| 0.55000 77.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0084 808-06703 650.000 LFT | 0.65000 422.50| 0.73000 474.50| 0.55000 357.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0086 808-74815 360.000 LFT | 2.35000 846.00| 2.63000 946.80| 2.15000 774.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 12" | | |
0087 808-75245 3795.000 LFT | 0.62000 2352.90| 0.69000 2618.55| 0.55000 2087.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0088 808-75274 205.000 LFT | 1.55000 317.75| 1.74000 356.70| 0.75000 153.75
TRANSVERSE MARKING THERMOPLASTIC SOLID | | |
YELLOW CROSSHATCH LINE, 8" | | |
0089 808-75278 100.000 LFT | 2.30000 230.00| 2.58000 258.00| 2.10000 210.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0090 808-75320 8.000 EACH | 139.00000 1112.00| 155.68000 1245.44| 60.00000 480.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0091 808-98796 154.000 LFT | 2.25000 346.50| 2.52000 388.08| 3.50000 539.00
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0092 207-08263 15000.000 SYS | 4.50000 67500.00| 19.89000 298350.00| 15.00000 225000.00
SUBGRADE TREATMENT, TYPE IA | | |
0093 808-10118 80.000 LFT | 11.50000 920.00| 12.88000 1030.40| 3.50000 280.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
YIELD, WHITE, 24 IN. | | |
SECTION TOTALS | $ 933,979.18| $ 1,153,995.15| $ 1,164,072.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 933,979.18| $ 1,153,995.15| $ 1,164,072.70
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/20/11
LOCATION : ON SR 63 FROM SOUTH JUNCTION OF SR 263 TO 0.16 MILE SOUTH PROJECT(S) : 0400591
OF NORTH JUNCTION OF SR 263 1005331
1005334
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 11,124,222.50 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 12,026,504.34 108.1110%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -2
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 5547.57000 5547.57|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 75.00000 225.00| 100.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 45.000 MOS | 100.00000 4500.00| 60.00000 2700.00|
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 556000.00000 556000.00| 674772.80000 674772.80|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 18300.00000 18300.00| 21296.81000 21296.81|
CLEARING RIGHT OF WAY | | |
0013 202-51328 LUMP | 5000.00000 5000.00| 10000.00000 10000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 205-06934 2.000 TON | 545.00000 1090.00| 545.00000 1090.00|
TEMPORARY MULCHING | | |
0015 205-06937 550.000 LFT | 2.00000 1100.00| 1.90000 1045.00|
TEMPORARY SILT FENCE | | |
0016 303-01180 9000.000 TON | 19.00000 171000.00| 21.14000 190260.00|
COMPACTED AGGREGATE, NO. 53 | | |
0017 304-07489 7500.000 TON | 70.00000 525000.00| 88.50000 663750.00|
HMA PATCHING, TYPE A | | |
0018 304-07490 200.000 TON | 85.00000 17000.00| 89.35000 17870.00|
HMA PATCHING, TYPE B | | |
0019 306-08041 383210.000 SYS | 0.75000 287407.50| 0.66000 252918.60|
MILLING, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -3
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08042 205600.000 SYS | 0.55000 113080.00| 0.52000 106912.00|
MILLING, SCARIFICATION/PROFILE | | |
0021 306-08043 17290.000 SYS | 1.00000 17290.00| 2.01000 34752.90|
MILLING, TRANSITION | | |
0022 306-08432 12479.000 SYS | 1.50000 18718.50| 1.43000 17844.97|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 8000.00000 8000.00| 13090.56000 13090.56|
PROFILOGRAPH, HMA | | |
0024 401-07320 17025.000 TON | 50.00000 851250.00| 58.93000 1003283.25|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0025 401-07328 31700.000 TON | 64.00000 2028800.00| 65.25000 2068425.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0026 401-07355 16745.000 TON | 50.00000 837250.00| 58.52000 979917.40|
QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | |
0027 401-07362 31300.000 TON | 59.00000 1846700.00| 63.25000 1979725.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | |
0028 406-05520 405.000 TON | 200.00000 81000.00| 458.11000 185534.55|
ASPHALT FOR TACK COAT | | |
0029 503-03489 50.000 EACH | 38.00000 1900.00| 15.19000 759.50|
RETROFITTED TIE BARS | | |
0030 503-05240 300.000 LFT | 18.00000 5400.00| 11.57000 3471.00|
D-1 CONTRACTION JOINT | | |
0031 506-06333 400.000 SYS | 174.00000 69600.00| 163.63000 65452.00|
PCCP PATCHING, FULL DEPTH | | |
0032 507-07479 12000.000 TON | 156.00000 1872000.00| 162.45000 1949400.00|
HMA PARTIAL DEPTH PATCH | | |
0033 601-02241 2200.000 LFT | 4.00000 8800.00| 7.00000 15400.00|
GUARDRAIL, REMOVE | | |
0034 601-06037 2.000 EACH | 870.00000 1740.00| 1050.00000 2100.00|
GUARDRAIL END TREATMENT, I | | |
0035 601-94689 6.000 EACH | 2560.00000 15360.00| 2861.17000 17167.02|
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 1800.000 LFT | 19.00000 34200.00| 19.00000 34200.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0037 606-07484 259640.000 LFT | 0.08000 20771.20| 0.08000 20771.20|
MILLED HMA SHOULDER CORRUGATIONS | | |
0038 610-07487 1460.000 TON | 90.00000 131400.00| 116.52000 170119.20|
HMA FOR APPROACHES, TYPE B | | |
0039 610-07488 370.000 TON | 70.00000 25900.00| 135.62000 50179.40|
HMA FOR APPROACHES, TYPE C | | |
0040 616-02320 765.000 SYS | 1.00000 765.00| 6.50000 4972.50|
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -4
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-05688 105.000 TON | 140.00000 14700.00| 75.00000 7875.00|
RIPRAP, CLASS 1 | | |
0042 616-05689 80.000 TON | 130.00000 10400.00| 75.00000 6000.00|
RIPRAP, CLASS 2 | | |
0043 616-06405 125.000 TON | 100.00000 12500.00| 65.00000 8125.00|
RIPRAP, REVETMENT | | |
0044 616-06451 145.000 TON | 80.00000 11600.00| 65.00000 9425.00|
RIPRAP, UNIFORM | | |
0045 621-01004 16.000 EACH | 625.00000 10000.00| 625.00000 10000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06545 0.175 TON | 1200.00000 210.00| 1177.71000 206.10|
FERTILIZER | | |
0047 621-06557 66.000 LBS | 5.40000 356.40| 5.38000 355.08|
SEED MIXTURE, T | | |
0048 621-06559 2120.000 SYS | 1.20000 2544.00| 1.16000 2459.20|
MULCHED SEEDING, R | | |
0049 628-09403 15.000 MOS | 2200.00000 33000.00| 2284.87000 34273.05|
FIELD OFFICE, C | | |
0050 628-09407 15.000 MOS | 170.00000 2550.00| 224.00000 3360.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0051 703-06029 215.000 LBS | 8.00000 1720.00| 10.00000 2150.00|
REINFORCING BARS, EPOXY COATED | | |
0052 704-51002 1.000 CYS | 8000.00000 8000.00| 3000.00000 3000.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0053 709-51821 LUMP | 1.00000 1.00| 1500.00000 1500.00|
SURFACE SEAL | | |
0054 710-09158 8.000 SFT | 170.00000 1360.00| 25.00000 200.00|
PATCHING CONCRETE STRUCTURES | | |
0055 715-05053 20.000 LFT | 56.00000 1120.00| 30.91000 618.20|
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0056 715-91361 15.000 LFT | 47.00000 705.00| 25.00000 375.00|
PIPE, PVC, 6 IN | | |
0057 718-09978 295.000 EACH | 16.50000 4867.50| 16.50000 4867.50|
UNDERDRAIN OUTLET INSPECTION | | |
0058 718-09979 75.000 EACH | 85.00000 6375.00| 85.00000 6375.00|
UNDERDRAIN OUTLET CLEANING | | |
0059 718-09980 340.000 EACH | 280.00000 95200.00| 242.07000 82303.80|
RETROFIT DRAIN | | |
0060 724-03276 368.000 LFT | 62.00000 22816.00| 120.00000 44160.00|
STRUCTURAL EXPANSION JOINT SEALING SYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -5
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 725-08296 1080.000 LFT | 320.00000 345600.00| 320.00000 345600.00|
PIPE LINER, CURED-IN-PLACE, 48 IN. | | |
0062 725-09293 203.000 LFT | 410.00000 83230.00| 410.00000 83230.00|
PIPE LINER, CURED-IN-PLACE, 60 IN | | |
0063 725-09974 717.000 LFT | 485.00000 347745.00| 485.00000 347745.00|
PIPE LINER, CURED-IN-PLACE, 66 IN. | | |
0064 725-09975 238.000 LFT | 300.00000 71400.00| 300.00000 71400.00|
PIPE LINER, CURED-IN-PLACE, 8.9 SFT. | | |
0065 801-01093 16.000 EACH | 695.00000 11120.00| 695.00000 11120.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0066 801-03290 4.000 EACH | 135.00000 540.00| 135.00000 540.00|
CONSTRUCTION SIGN, C | | |
0067 801-06207 36400.000 LFT | 1.00000 36400.00| 1.22000 44408.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0068 801-06218 54.000 LFT | 7.00000 378.00| 5.31000 286.74|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0069 801-06640 65.000 EACH | 120.00000 7800.00| 120.00000 7800.00|
CONSTRUCTION SIGN, A | | |
0070 801-06645 10.000 EACH | 65.00000 650.00| 65.00000 650.00|
CONSTRUCTION SIGN, B | | |
0071 801-06710 420.000 DAY | 10.00000 4200.00| 10.00000 4200.00|
FLASHING ARROW SIGN | | |
0072 801-06775 LUMP | 250000.00000 250000.00| 170541.44000 170541.44|
MAINTAINING TRAFFIC | | |
0073 801-09133 2.000 EACH | 4000.00000 8000.00| 3995.00000 7990.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0074 802-05701 48.000 LFT | 18.00000 864.00| 12.00000 576.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0076 802-09840 36.000 SFT | 17.00000 612.00| 23.00000 828.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0082 808-75996 1970.000 EACH | 3.70000 7289.00| 3.70000 7289.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0083 808-75998 1982.000 EACH | 15.70000 31117.40| 15.70000 31117.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0084 808-10031 33900.000 LFT | 0.25000 8475.00| 0.25000 8475.00|
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 280 -6
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 808-10033 142450.000 LFT | 0.25000 35612.50| 0.25000 35612.50|
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0086 808-10036 250.000 LFT | 0.25000 62.50| 0.25000 62.50|
LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | |
0087 808-10034 130900.000 LFT | 0.25000 32725.00| 0.25000 32725.00|
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0088 808-10051 54.000 LFT | 8.00000 432.00| 8.00000 432.00|
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
0089 801-06203 72700.000 LFT | 0.25000 18175.00| 0.29000 21083.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0090 801-06216 108.000 LFT | 2.00000 216.00| 1.20000 129.60|
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
SECTION TOTALS | $ 11,124,222.50| $ 12,026,504.34| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 11,124,222.50| $ 12,026,504.34| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : PIPE LINING COMPLETION DATE : 11/18/11
LOCATION : ALONG I-70 AT VARIOUS LOCATIONS IN VIGO COUNTY PROJECT(S) : 0900173
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 3,246,944.00 100.0000%
2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 3,288,777.00 101.2884%
3 35-1526557 MIDWEST MOLE INC $ 5,098,710.00 157.0310%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 290 -2
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557
|INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 25200.00000 25200.00| 293000.00000 293000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 180.00000 360.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 100.00000 3600.00| 72.00000 2592.00| 100.00000 3600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 26000.00000 26000.00| 120575.00000 120575.00| 40590.00000 40590.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 5000.00000 5000.00| 34600.00000 34600.00| 122000.00000 122000.00
CLEARING RIGHT OF WAY | | |
0011 202-96133 80.000 LFT | 25.00000 2000.00| 150.00000 12000.00| 130.00000 10400.00
PIPE, REMOVE | | |
0012 203-02070 55.000 CYS | 60.00000 3300.00| 57.00000 3135.00| 110.00000 6050.00
BORROW | | |
0013 205-03371 10.000 CYS | 100.00000 1000.00| 178.00000 1780.00| 200.00000 2000.00
SEDIMENT, REMOVE | | |
0014 205-06931 100.000 TON | 43.00000 4300.00| 61.00000 6100.00| 50.00000 5000.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06932 500.000 LFT | 12.00000 6000.00| 18.00000 9000.00| 17.00000 8500.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06937 1000.000 LFT | 1.50000 1500.00| 9.27000 9270.00| 5.00000 5000.00
TEMPORARY SILT FENCE | | |
0017 303-01180 200.000 TON | 33.00000 6600.00| 29.00000 5800.00| 40.00000 8000.00
COMPACTED AGGREGATE, NO. 53 | | |
0018 616-02320 1496.000 SYS | 2.00000 2992.00| 4.50000 6732.00| 3.00000 4488.00
GEOTEXTILES | | |
0019 616-05688 53.000 TON | 60.00000 3180.00| 40.00000 2120.00| 70.00000 3710.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 290 -3
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557
|INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-05689 1442.000 TON | 40.00000 57680.00| 38.00000 54796.00| 50.00000 72100.00
RIPRAP, CLASS 2 | | |
0021 616-06405 200.000 TON | 36.40000 7280.00| 35.00000 7000.00| 50.00000 10000.00
RIPRAP, REVETMENT | | |
0022 621-06559 37000.000 SYS | 0.75000 27750.00| 0.88000 32560.00| 0.55000 20350.00
MULCHED SEEDING, R | | |
0023 628-09402 18.000 MOS | 1500.00000 27000.00| 1500.00000 27000.00| 1600.00000 28800.00
FIELD OFFICE, B | | |
0024 628-09407 18.000 MOS | 220.00000 3960.00| 120.00000 2160.00| 275.00000 4950.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0025 715-01662 385.000 LFT | 24.00000 9240.00| 55.00000 21175.00| 100.00000 38500.00
PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | |
0026 715-01663 355.000 LFT | 24.00000 8520.00| 93.00000 33015.00| 195.00000 69225.00
PIPE CLEANING, ABOVE 48 IN. DIA. | | |
0027 715-05841 4.000 EACH | 1800.00000 7200.00| 2430.00000 9720.00| 2000.00000 8000.00
CONCRETE ANCHOR, 60 IN | | |
0028 715-06004 6.000 EACH | 1500.00000 9000.00| 2250.00000 13500.00| 2000.00000 12000.00
CONCRETE ANCHOR, 48 IN | | |
0029 715-06492 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 2000.00000 4000.00
CONCRETE ANCHOR, 54 IN | | |
0030 715-06501 1.000 EACH | 2200.00000 2200.00| 2800.00000 2800.00| 2000.00000 2000.00
CONCRETE ANCHOR, MIN AREA 8.9 SF | | |
0031 715-07626 4.000 EACH | 2300.00000 9200.00| 2450.00000 9800.00| 2000.00000 8000.00
CONCRETE ANCHOR, 66 IN | | |
0032 725-06859 1655.000 LFT | 180.00000 297900.00| 154.00000 254870.00| 225.00000 372375.00
PIPE LINER, THERMOPLASTIC, 48 IN | | |
0033 725-06861 215.000 LFT | 167.50000 36012.50| 168.00000 36120.00| 245.00000 52675.00
PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | |
0034 725-06862 145.000 LFT | 230.00000 33350.00| 221.00000 32045.00| 327.00000 47415.00
PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | |
0035 725-06863 565.000 LFT | 280.00000 158200.00| 265.00000 149725.00| 325.00000 183625.00
PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | |
0036 725-06867 90.000 LFT | 90.00000 8100.00| 99.00000 8910.00| 110.00000 9900.00
PIPE LINER, THERMOPLASTIC, 18 IN | | |
0037 725-06873 535.000 LFT | 210.00000 112350.00| 180.00000 96300.00| 290.00000 155150.00
PIPE LINER, THERMOPLASTIC, 54 IN | | |
0038 725-06874 1115.000 LFT | 265.00000 295475.00| 254.00000 283210.00| 350.00000 390250.00
PIPE LINER, THERMOPLASTIC, 60 IN | | |
0039 725-06875 1261.000 LFT | 275.00000 346775.00| 257.00000 324077.00| 410.00000 517010.00
PIPE LINER, THERMOPLASTIC, 66 IN | | |
0040 725-06877 405.000 LFT | 438.40000 177552.00| 451.00000 182655.00| 590.00000 238950.00
PIPE LINER, THERMOPLASTIC, 78 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 290 -4
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557
|INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 725-08296 165.000 LFT | 434.50000 71692.50| 473.00000 78045.00| 523.00000 86295.00
PIPE LINER, CURED-IN-PLACE, 48 IN. | | |
0042 725-08531 230.000 LFT | 322.00000 74060.00| 268.00000 61640.00| 1.00000 230.00
PIPE LINER, THERMOPLASTIC, AREA 16.5 SF | | |
0043 725-08626 180.000 LFT | 690.00000 124200.00| 577.00000 103860.00| 735.00000 132300.00
PIPE LINER, THERMOPLASTIC, 28.0 SFT | | |
0044 725-09234 235.000 LFT | 1250.00000 293750.00| 1483.00000 348505.00| 2225.00000 522875.00
PIPE LINER, THERMOPLASTIC, 59.7 SFT | | |
0045 725-09251 195.000 LFT | 1250.00000 243750.00| 646.00000 125970.00| 1790.00000 349050.00
PIPE LINER, THERMOPLASTIC, 42.4 SFT | | |
0046 725-09293 310.000 LFT | 517.00000 160270.00| 563.00000 174530.00| 856.00000 265360.00
PIPE LINER, CURED-IN-PLACE, 60 IN | | |
0047 725-09312 400.000 LFT | 750.00000 300000.00| 668.00000 267200.00| 1560.00000 624000.00
PIPE LINER, THERMOPLASTIC, 33.0 SFT | | |
0048 725-09894 310.000 LFT | 600.00000 186000.00| 742.00000 230020.00| 995.00000 308450.00
PIPE LINER, THERMOPLASTIC, 102 IN. | | |
0049 801-01093 12.000 EACH | 1200.00000 14400.00| 953.00000 11436.00| 1237.00000 14844.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0050 801-03290 8.000 EACH | 300.00000 2400.00| 233.00000 1864.00| 311.00000 2488.00
CONSTRUCTION SIGN, C | | |
0051 801-06640 20.000 EACH | 200.00000 4000.00| 214.00000 4280.00| 206.00000 4120.00
CONSTRUCTION SIGN, A | | |
0052 801-06710 320.000 DAY | 35.00000 11200.00| 12.00000 3840.00| 14.00000 4480.00
FLASHING ARROW SIGN | | |
0053 801-06775 LUMP | 15000.00000 15000.00| 16000.00000 16000.00| 3300.00000 3300.00
MAINTAINING TRAFFIC | | |
0054 801-09133 6.000 EACH | 3600.00000 21600.00| 5980.00000 35880.00| 3850.00000 23100.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 3,246,944.00| $ 3,288,777.00| $ 5,098,710.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,246,944.00| $ 3,288,777.00| $ 5,098,710.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 05/30/12
LOCATION : ON US 30, 2.7 MILES WEST OF SR 15 PROJECT(S) : 0902333
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0997978 PHEND & BROWN INC $ 140,691.22 100.0000%
2 35-1067077 RITSCHARD BROTHERS $ 181,916.56 129.3020%
3 35-1185040 NIBLOCK EXCAVATING INC $ 183,984.00 130.7715%
4 35-1817530 PIONEER ASSOCIATES INC $ 185,755.55 132.0307%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 210,366.01 149.5232%
6 35-1801998 CLR INC $ 253,328.51 180.0599%
7 35-1489621 HRP CONSTRUCTION INC $ 297,714.46 211.6084%
8 35-1817574 YARDBERRY LANDSCAPE $ 438,767.00 311.8652%
35-1732782 JOHN BOETTCHER SEWER & EXC CONTR LTD IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1067077 |( 3 ) 35-1185040
|PHEND & BROWN INC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 1500.00000 1500.00| 2578.00000 2578.00| 10000.00000 10000.00
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 | 7034.00000 7034.00| 2275.00000 2275.00| 10000.00000 10000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 500.00000 500.00| 12778.00000 12778.00| 9000.00000 9000.00
CLEARING RIGHT OF WAY | | |
0008 202-02240 6103.000 SYS | 8.85000 54011.55| 7.46000 45528.38| 6.25000 38143.75
PAVEMENT REMOVAL | | |
0009 202-02272 72.000 LFT | 1.00000 72.00| 4.47000 321.84| 10.00000 720.00
PAVED SIDE DITCH, REMOVE | | |
0010 202-02274 1834.000 LFT | 3.50000 6419.00| 2.89000 5300.26| 3.25000 5960.50
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0011 202-02928 1.000 EACH | 100.00000 100.00| 201.00000 201.00| 250.00000 250.00
CATCH BASIN, REMOVE | | |
0012 202-52710 360.000 SYS | 5.00000 1800.00| 3.37000 1213.20| 4.15000 1494.00
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-74045 14.000 EACH | 2.00000 28.00| 20.00000 280.00| 85.00000 1190.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0014 202-92607 20.000 EACH | 2.00000 40.00| 20.00000 400.00| 85.00000 1700.00
SIGN POST, CHANNEL, REMOVE | | |
0015 202-96133 135.000 LFT | 5.00000 675.00| 2.38000 321.30| 11.70000 1579.50
PIPE, REMOVE | | |
0016 203-02000 5438.000 CYS | 5.00000 27190.00| 8.66000 47093.08| 8.20000 44591.60
EXCAVATION, COMMON | | |
0017 205-06937 580.000 LFT | 1.40000 812.00| 3.08000 1786.40| 2.00000 1160.00
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 20.00000 2000.00| 26.73000 2673.00| 35.00000 3500.00
NO 2 STONE | | |
0019 301-07448 134.000 TON | 14.00000 1876.00| 27.52000 3687.68| 24.00000 3216.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1067077 |( 3 ) 35-1185040
|PHEND & BROWN INC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 621-01004 1.000 EACH | 370.00000 370.00| 2783.00000 2783.00| 2650.00000 2650.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0021 621-02318 26.100 LBS | 37.20000 970.92| 71.00000 1853.10| 70.00000 1827.00
SEED MIXTURE, PRAIRIE GRASS | | |
0022 621-02770 1685.000 SYS | 1.10000 1853.50| 1.20000 2022.00| 1.20000 2022.00
EROSION CONTROL BLANKET | | |
0023 621-06545 0.210 TON | 655.00000 137.55| 1738.00000 364.98| 1685.00000 353.85
FERTILIZER | | |
0024 621-06553 340.000 LBS | 1.85000 629.00| 2.08000 707.20| 2.05000 697.00
SEED MIXTURE, R | | |
0025 621-06565 5.220 TON | 390.00000 2035.80| 299.00000 1560.78| 290.00000 1513.80
MULCHING MATERIAL | | |
0026 621-06570 1275.000 CYS | 16.00000 20400.00| 19.07000 24314.25| 18.50000 23587.50
TOPSOIL | | |
0027 621-09499 20.800 LBS | 53.00000 1102.40| 157.26000 3271.01| 152.50000 3172.00
SEED MIXTURE, SEDGE MEADOW | | |
0028 622-52436 4.000 EACH | 36.00000 144.00| 41.25000 165.00| 40.00000 160.00
SIGN, DO NOT MOW OR SPRAY | | |
0029 622-91786 150.000 EACH | 2.55000 382.50| 5.41000 811.50| 5.25000 787.50
SEEDLING | | |
0030 628-09408 12.000 MOS | 100.00000 1200.00| 238.50000 2862.00| 200.00000 2400.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0031 628-09409 12.000 MOS | 100.00000 1200.00| 83.00000 996.00| 100.00000 1200.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0032 718-06528 1.000 EACH | 800.00000 800.00| 1520.00000 1520.00| 1000.00000 1000.00
OUTLET PROTECTOR, 1 | | |
0033 801-03290 1.000 EACH | 240.00000 240.00| 95.00000 95.00| 240.00000 240.00
CONSTRUCTION SIGN, C | | |
0034 801-06640 2.000 EACH | 495.00000 990.00| 81.50000 163.00| 495.00000 990.00
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 300.00000 300.00| 4179.00000 4179.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0036 801-07118 1192.000 LFT | 3.25000 3874.00| 6.55000 7807.60| 3.25000 3874.00
BARRICADE, III-A | | |
SECTION TOTALS | $ 140,691.22| $ 181,916.56| $ 183,984.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 140,691.22| $ 181,916.56| $ 183,984.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1801998
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 1600.00000 1600.00| 5000.00000 5000.00| 7500.00000 7500.00
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 | 16000.00000 16000.00| 10500.00000 10500.00| 12500.00000 12500.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00
CLEARING RIGHT OF WAY | | |
0008 202-02240 6103.000 SYS | 5.00000 30515.00| 5.75000 35092.25| 7.50000 45772.50
PAVEMENT REMOVAL | | |
0009 202-02272 72.000 LFT | 23.00000 1656.00| 6.50000 468.00| 25.00000 1800.00
PAVED SIDE DITCH, REMOVE | | |
0010 202-02274 1834.000 LFT | 2.00000 3668.00| 0.50000 917.00| 2.30000 4218.20
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0011 202-02928 1.000 EACH | 350.00000 350.00| 150.00000 150.00| 250.00000 250.00
CATCH BASIN, REMOVE | | |
0012 202-52710 360.000 SYS | 5.60000 2016.00| 2.71000 975.60| 3.60000 1296.00
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-74045 14.000 EACH | 30.00000 420.00| 10.00000 140.00| 40.00000 560.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0014 202-92607 20.000 EACH | 17.00000 340.00| 10.00000 200.00| 40.00000 800.00
SIGN POST, CHANNEL, REMOVE | | |
0015 202-96133 135.000 LFT | 10.00000 1350.00| 10.00000 1350.00| 12.50000 1687.50
PIPE, REMOVE | | |
0016 203-02000 5438.000 CYS | 9.00000 48942.00| 15.00000 81570.00| 11.75000 63896.50
EXCAVATION, COMMON | | |
0017 205-06937 580.000 LFT | 3.50000 2030.00| 1.96000 1136.80| 7.00000 4060.00
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 30.00000 3000.00| 15.00000 1500.00| 25.00000 2500.00
NO 2 STONE | | |
0019 301-07448 134.000 TON | 25.00000 3350.00| 21.00000 2814.00| 33.00000 4422.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 621-01004 1.000 EACH | 2650.00000 2650.00| 2650.00000 2650.00| 7500.00000 7500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -5
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1801998
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 621-02318 26.100 LBS | 69.00000 1800.90| 68.85000 1796.99| 115.00000 3001.50
SEED MIXTURE, PRAIRIE GRASS | | |
0022 621-02770 1685.000 SYS | 1.16000 1954.60| 1.16000 1954.60| 1.45000 2443.25
EROSION CONTROL BLANKET | | |
0023 621-06545 0.210 TON | 1685.00000 353.85| 1685.00000 353.85| 3000.00000 630.00
FERTILIZER | | |
0024 621-06553 340.000 LBS | 2.02000 686.80| 2.02000 686.80| 3.00000 1020.00
SEED MIXTURE, R | | |
0025 621-06565 5.220 TON | 290.00000 1513.80| 290.00000 1513.80| 363.00000 1894.86
MULCHING MATERIAL | | |
0026 621-06570 1275.000 CYS | 30.00000 38250.00| 25.00000 31875.00| 20.00000 25500.00
TOPSOIL | | |
0027 621-09499 20.800 LBS | 152.50000 3172.00| 152.50000 3172.00| 250.00000 5200.00
SEED MIXTURE, SEDGE MEADOW | | |
0028 622-52436 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 50.00000 200.00
SIGN, DO NOT MOW OR SPRAY | | |
0029 622-91786 150.000 EACH | 5.25000 787.50| 5.25000 787.50| 7.50000 1125.00
SEEDLING | | |
0030 628-09408 12.000 MOS | 270.00000 3240.00| 231.00000 2772.00| 75.00000 900.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0031 628-09409 12.000 MOS | 140.00000 1680.00| 70.00000 840.00| 50.00000 600.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0032 718-06528 1.000 EACH | 615.00000 615.00| 600.00000 600.00| 3250.00000 3250.00
OUTLET PROTECTOR, 1 | | |
0033 801-03290 1.000 EACH | 97.04000 97.04| 240.00000 240.00| 400.00000 400.00
CONSTRUCTION SIGN, C | | |
0034 801-06640 2.000 EACH | 83.33000 166.66| 495.00000 990.00| 1250.00000 2500.00
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 2400.00000 2400.00| 13771.82000 13771.82| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0036 801-07118 1192.000 LFT | 6.70000 7986.40| 2.00000 2384.00| 2.85000 3397.20
BARRICADE, III-A | | |
SECTION TOTALS | $ 185,755.55| $ 210,366.01| $ 253,328.51
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 185,755.55| $ 210,366.01| $ 253,328.51
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -6
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1817574 |( )
|HRP CONSTRUCTION INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 6500.00000 6500.00| 15000.00000 15000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 15000.00000 15000.00| 20021.00000 20021.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 3490.00000 3490.00| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
0008 202-02240 6103.000 SYS | 16.00000 97648.00| 15.00000 91545.00|
PAVEMENT REMOVAL | | |
0009 202-02272 72.000 LFT | 8.00000 576.00| 10.00000 720.00|
PAVED SIDE DITCH, REMOVE | | |
0010 202-02274 1834.000 LFT | 4.00000 7336.00| 5.00000 9170.00|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0011 202-02928 1.000 EACH | 350.00000 350.00| 300.00000 300.00|
CATCH BASIN, REMOVE | | |
0012 202-52710 360.000 SYS | 6.00000 2160.00| 5.00000 1800.00|
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-74045 14.000 EACH | 30.00000 420.00| 100.00000 1400.00|
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0014 202-92607 20.000 EACH | 24.00000 480.00| 20.00000 400.00|
SIGN POST, CHANNEL, REMOVE | | |
0015 202-96133 135.000 LFT | 8.00000 1080.00| 25.00000 3375.00|
PIPE, REMOVE | | |
0016 203-02000 5438.000 CYS | 15.00000 81570.00| 26.00000 141388.00|
EXCAVATION, COMMON | | |
0017 205-06937 580.000 LFT | 1.96000 1136.80| 5.00000 2900.00|
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 35.00000 3500.00| 37.00000 3700.00|
NO 2 STONE | | |
0019 301-07448 134.000 TON | 22.00000 2948.00| 30.00000 4020.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 621-01004 1.000 EACH | 2650.00000 2650.00| 750.00000 750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 310 -7
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1817574 |( )
|HRP CONSTRUCTION INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 621-02318 26.100 LBS | 68.85000 1796.99| 180.00000 4698.00|
SEED MIXTURE, PRAIRIE GRASS | | |
0022 621-02770 1685.000 SYS | 1.16000 1954.60| 3.50000 5897.50|
EROSION CONTROL BLANKET | | |
0023 621-06545 0.210 TON | 1685.00000 353.85| 2500.00000 525.00|
FERTILIZER | | |
0024 621-06553 340.000 LBS | 2.02000 686.80| 10.00000 3400.00|
SEED MIXTURE, R | | |
0025 621-06565 5.220 TON | 290.00000 1513.80| 525.00000 2740.50|
MULCHING MATERIAL | | |
0026 621-06570 1275.000 CYS | 24.00000 30600.00| 45.00000 57375.00|
TOPSOIL | | |
0027 621-09499 20.800 LBS | 152.50000 3172.00| 185.00000 3848.00|
SEED MIXTURE, SEDGE MEADOW | | |
0028 622-52436 4.000 EACH | 40.00000 160.00| 55.00000 220.00|
SIGN, DO NOT MOW OR SPRAY | | |
0029 622-91786 150.000 EACH | 5.25000 787.50| 10.00000 1500.00|
SEEDLING | | |
0030 628-09408 12.000 MOS | 260.00000 3120.00| 550.00000 6600.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0031 628-09409 12.000 MOS | 158.41000 1900.92| 150.00000 1800.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0032 718-06528 1.000 EACH | 2000.00000 2000.00| 150.00000 150.00|
OUTLET PROTECTOR, 1 | | |
0033 801-03290 1.000 EACH | 92.00000 92.00| 200.00000 200.00|
CONSTRUCTION SIGN, C | | |
0034 801-06640 2.000 EACH | 79.00000 158.00| 220.00000 440.00|
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 15000.00000 15000.00| 5000.00000 5000.00|
MAINTAINING TRAFFIC | | |
0036 801-07118 1192.000 LFT | 6.35000 7569.20| 15.00000 17880.00|
BARRICADE, III-A | | |
SECTION TOTALS | $ 297,714.46| $ 438,767.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 297,714.46| $ 438,767.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : PIPE LINING COMPLETION DATE : 12/01/11
LOCATION : VARIOUS LOCATIONS IN CRAWFORD AND PERRY COUNTIES PROJECT(S) : 0901882
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 605,974.94 100.0000%
2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 801,205.00 132.2175%
3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 830,805.00 137.1022%
4 35-1526557 MIDWEST MOLE INC $ 859,300.00 141.8045%
5 35-1817574 YARDBERRY LANDSCAPE $ 1,043,764.47 172.2455%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1009310
|INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 6750.00000 6750.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 180.00000 360.00| 26.00000 52.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 28.000 MOS | 100.00000 2800.00| 90.00000 2520.00| 52.00000 1456.00
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 | 2500.00000 2500.00| 40000.00000 40000.00| 40000.00000 40000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| 6475.00000 6475.00
CLEARING RIGHT OF WAY | | |
0011 202-02272 40.000 LFT | 65.00000 2600.00| 40.00000 1600.00| 6.70000 268.00
PAVED SIDE DITCH, REMOVE | | |
0012 205-06932 80.000 LFT | 15.00000 1200.00| 25.00000 2000.00| 1.50000 120.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0013 205-06937 1000.000 LFT | 1.50000 1500.00| 5.00000 5000.00| 1.30000 1300.00
TEMPORARY SILT FENCE | | |
0014 616-02320 336.000 SYS | 2.00000 672.00| 5.00000 1680.00| 4.25000 1428.00
GEOTEXTILES | | |
0015 616-05689 270.000 TON | 50.00000 13500.00| 35.00000 9450.00| 38.50000 10395.00
RIPRAP, CLASS 2 | | |
0016 616-06405 210.000 TON | 40.00000 8400.00| 35.00000 7350.00| 33.80000 7098.00
RIPRAP, REVETMENT | | |
0017 628-09402 14.000 MOS | 1800.00000 25200.00| 1800.00000 25200.00| 1665.00000 23310.00
FIELD OFFICE, B | | |
0018 628-09407 14.000 MOS | 250.00000 3500.00| 175.00000 2450.00| 157.00000 2198.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1009310
|INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 715-06338 16.000 LFT | 140.00000 2240.00| 220.00000 3520.00| 276.00000 4416.00
PIPE EXTENSION, CIRCULAR, 66 IN. , | | |
CORRUGATED STEEL | | |
0020 715-07626 1.000 EACH | 3500.00000 3500.00| 2675.00000 2675.00| 2500.00000 2500.00
CONCRETE ANCHOR, 66 IN | | |
0021 725-06859 180.000 LFT | 175.00000 31500.00| 135.00000 24300.00| 226.50000 40770.00
PIPE LINER, THERMOPLASTIC, 48 IN | | |
0022 725-06875 532.000 LFT | 290.00000 154280.00| 410.00000 218120.00| 327.00000 173964.00
PIPE LINER, THERMOPLASTIC, 66 IN | | |
0023 725-06877 472.000 LFT | 327.50000 154580.00| 460.00000 217120.00| 468.00000 220896.00
PIPE LINER, THERMOPLASTIC, 78 IN | | |
0024 725-09894 338.000 LFT | 513.13000 173437.94| 645.00000 218010.00| 808.00000 273104.00
PIPE LINER, THERMOPLASTIC, 102 IN. | | |
0025 801-03290 11.000 EACH | 280.00000 3080.00| 320.00000 3520.00| 275.00000 3025.00
CONSTRUCTION SIGN, C | | |
0026 801-06640 27.000 EACH | 140.00000 3780.00| 160.00000 4320.00| 135.00000 3645.00
CONSTRUCTION SIGN, A | | |
0027 801-06710 10.000 DAY | 30.00000 300.00| 23.00000 230.00| 20.00000 200.00
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 12000.00000 12000.00| 3525.00000 3525.00| 9180.00000 9180.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 605,974.94| $ 801,205.00| $ 830,805.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 605,974.94| $ 801,205.00| $ 830,805.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 320 -4
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1526557 |( 5 ) 35-1817574 |( )
|MIDWEST MOLE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 32875.00000 32875.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 28.000 MOS | 100.00000 2800.00| 150.00000 4200.00|
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 109-08443 1.000 DOL | 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|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 45500.00000 45500.00| 49703.07000 49703.07|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 25500.00000 25500.00| 18000.00000 18000.00|
CLEARING RIGHT OF WAY | | |
0011 202-02272 40.000 LFT | 10.00000 400.00| 10.00000 400.00|
PAVED SIDE DITCH, REMOVE | | |
0012 205-06932 80.000 LFT | 20.00000 1600.00| 15.00000 1200.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0013 205-06937 1000.000 LFT | 3.50000 3500.00| 3.50000 3500.00|
TEMPORARY SILT FENCE | | |
0014 616-02320 336.000 SYS | 2.50000 840.00| 6.50000 2184.00|
GEOTEXTILES | | |
0015 616-05689 270.000 TON | 17.00000 4590.00| 65.00000 17550.00|
RIPRAP, CLASS 2 | | |
0016 616-06405 210.000 TON | 17.00000 3570.00| 50.00000 10500.00|
RIPRAP, REVETMENT | | |
0017 628-09402 14.000 MOS | 1600.00000 22400.00| 2200.00000 30800.00|
FIELD OFFICE, B | | |
0018 628-09407 14.000 MOS | 250.00000 3500.00| 550.00000 7700.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0019 715-06338 16.000 LFT | 245.00000 3920.00| 220.00000 3520.00|
PIPE EXTENSION, CIRCULAR, 66 IN. , | | |
CORRUGATED STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 320 -5
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1526557 |( 5 ) 35-1817574 |( )
|MIDWEST MOLE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 715-07626 1.000 EACH | 4500.00000 4500.00| 3000.00000 3000.00|
CONCRETE ANCHOR, 66 IN | | |
0021 725-06859 180.000 LFT | 275.00000 49500.00| 206.60000 37188.00|
PIPE LINER, THERMOPLASTIC, 48 IN | | |
0022 725-06875 532.000 LFT | 340.00000 180880.00| 490.00000 260680.00|
PIPE LINER, THERMOPLASTIC, 66 IN | | |
0023 725-06877 472.000 LFT | 445.00000 210040.00| 597.50000 282020.00|
PIPE LINER, THERMOPLASTIC, 78 IN | | |
0024 725-09894 338.000 LFT | 710.00000 239980.00| 863.80000 291964.40|
PIPE LINER, THERMOPLASTIC, 102 IN. | | |
0025 801-03290 11.000 EACH | 300.00000 3300.00| 200.00000 2200.00|
CONSTRUCTION SIGN, C | | |
0026 801-06640 27.000 EACH | 150.00000 4050.00| 150.00000 4050.00|
CONSTRUCTION SIGN, A | | |
0027 801-06710 10.000 DAY | 85.00000 850.00| 20.00000 200.00|
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 15000.00000 15000.00| 7500.00000 7500.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 859,300.00| $ 1,043,764.47| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 859,300.00| $ 1,043,764.47| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ENHANCEMENT, BICYCLE/PEDESTRIAN FACILITY COMPLETION DATE : 12/31/11
LOCATION : ALONG VIRGINIA AVE FROM PENNSYLVANIA AVE AND WASHINGTON PROJECT(S) : 0902007
INTERSECTION TO PROSPECT ST.
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0999231 HUNT PAVING COMPANY INC $ 7,985,722.66 100.0000%
2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,013,057.00 100.3423%
3 35-1609544 SCHUTT-LOOKABILL CO $ 8,086,996.20 101.2682%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -2
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, BICYCLE/PEDESTRIAN FACILITY
| | |
0001 105-06845 LUMP | 64000.00000 64000.00| 143118.91000 143118.91| 54000.00000 54000.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 380000.00000 380000.00| 420554.18000 420554.18| 753046.26000 753046.26
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 150000.00000 150000.00| 172964.72000 172964.72| 83014.83000 83014.83
CLEARING RIGHT OF WAY | | |
0009 202-02240 2417.000 SYS | 12.00000 29004.00| 11.32000 27360.44| 0.01000 24.17
PAVEMENT REMOVAL | | |
0010 202-02273 253.000 SYS | 25.00000 6325.00| 15.44000 3906.32| 21.56000 5454.68
CENTER CURB, CONCRETE, REMOVE | | |
0011 202-02278 7130.000 LFT | 5.00000 35650.00| 0.92000 6559.60| 7.23000 51549.90
CURB, CONCRETE, REMOVE | | |
0012 202-04089 25.000 EACH | 66.66000 1666.50| 53.03000 1325.75| 27.00000 675.00
SIGN, SHEET, REMOVE | | |
0013 202-52710 8684.000 SYS | 7.00000 60788.00| 5.53000 48022.52| 8.24000 71556.16
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-91385 18.000 EACH | 346.11000 6229.98| 218.84000 3939.12| 130.39000 2347.02
INLET, REMOVE | | |
0015 202-96133 251.000 LFT | 22.17000 5564.67| 18.51000 4646.01| 16.17000 4058.67
PIPE, REMOVE | | |
0016 203-02000 6170.000 CYS | 35.00000 215950.00| 46.34000 285917.80| 49.60000 306032.00
EXCAVATION, COMMON | | |
0017 205-03371 6.500 CYS | 51.25000 333.13| 52.64000 342.16| 3.02000 19.63
SEDIMENT, REMOVE | | |
0018 205-06933 13.000 EACH | 94.27000 1225.51| 115.02000 1495.26| 91.80000 1193.40
TEMPORARY DITCH INLET PROTECTION | | |
0019 205-06937 2437.000 LFT | 1.39000 3387.43| 2.23000 5434.51| 1.46000 3558.02
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -3
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 4827.000 SYS | 2.95000 14239.65| 5.83000 28141.41| 20.01000 96588.27
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 1096.000 SYS | 19.35000 21207.60| 9.09000 9962.64| 22.48000 24638.08
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 210-04181 33.000 EACH | 630.00000 20790.00| 537.44000 17735.52| 768.05000 25345.65
BICYCLE RACK | | |
0023 210-07893 LUMP | 124000.00000 124000.00| 106388.59000 106388.59| 178064.08000 178064.08
IRRIGATION , LANDSCAPE | | |
0024 210-08138 5.000 EACH | 287.25000 1436.25| 254.73000 1273.65| 264.60000 1323.00
RECEPTACLE , GFI, CAST IRON BOX | | |
0025 210-08138 22.000 EACH | 632.18000 13907.96| 465.73000 10246.06| 324.00000 7128.00
RECEPTACLE AND BASE, GFI | | |
0026 211-09264 1041.000 CYS | 55.64000 57921.24| 64.36000 66998.76| 42.62000 44367.42
STRUCTURAL BACKFILL, TYPE 1 | | |
0027 301-07448 297.000 TON | 42.00000 12474.00| 17.83000 5295.51| 34.10000 10127.70
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 302-07455 28.000 CYS | 66.75000 1869.00| 40.72000 1140.16| 60.46000 1692.88
DENSE GRADED SUBBASE , UNDISTRIBUTED | | |
0029 302-08562 226.440 TON | 45.00000 10189.80| 33.30000 7540.45| 40.36000 9139.12
COARSE AGGREGATE, 8 | | |
0030 303-01180 3452.720 TON | 42.00000 145014.24| 37.26000 128648.35| 35.55000 122744.20
COMPACTED AGGREGATE, NO. 53 | | |
0031 303-08210 325.000 TON | 44.97000 14615.25| 15.08000 4901.00| 39.91000 12970.75
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
0032 306-08042 5199.000 SYS | 6.00000 31194.00| 1.05000 5458.95| 4.64000 24123.36
MILLING, SCARIFICATION/PROFILE | | |
0033 402-07433 887.000 TON | 80.00000 70960.00| 82.54000 73212.98| 86.18000 76441.66
HMA SURFACE, TYPE B | | |
0034 402-07438 860.000 TON | 77.00000 66220.00| 68.33000 58763.80| 77.22000 66409.20
HMA INTERMEDIATE, TYPE B | | |
0035 402-07441 1536.000 TON | 72.00000 110592.00| 57.94000 88995.84| 76.68000 117780.48
HMA BASE, TYPE B | | |
0036 406-05520 5.500 TON | 554.54000 3049.97| 109.33000 601.32| 999.00000 5494.50
ASPHALT FOR TACK COAT | | |
0037 502-06327 167.000 SYS | 59.45000 9928.15| 91.83000 15335.61| 49.17000 8211.39
PCCP, 10 IN , UNDISTRIBUTED | | |
0038 502-06627 1355.890 SYS | 69.00000 93556.41| 60.13000 81529.67| 50.80000 68879.21
PCCP, 6 IN , MODIFIED | | |
0039 502-09531 9721.500 SYS | 34.00000 330531.00| 41.65000 404900.48| 26.56000 258203.04
PCCP , 4 IN., MODIFIED UNDER PAVERS | | |
0040 503-05240 150.000 LFT | 9.75000 1462.50| 21.95000 3292.50| 14.28000 2142.00
D-1 CONTRACTION JOINT , UNDISTRIBUTED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -4
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 601-04793 362.320 LFT | 295.02000 106891.65| 290.81000 105366.28| 287.28000 104087.29
GUARDRAIL , ORNAMENTAL, ALUMINUM | | |
0042 601-04849 787.000 LFT | 33.27000 26183.49| 30.61000 24090.07| 30.24000 23798.88
POST , ROUND, ALUMINUM, 2 1/4 IN. O.D. | | |
0043 604-04740 43503.940 SFT | 13.00000 565551.22| 12.85000 559025.63| 12.84000 558590.59
PAVERS , TYPE A, ASPHALT BLOCK, 2 IN. | | |
0044 604-04740 5509.960 SFT | 14.00000 77139.44| 14.49000 79839.32| 14.93000 82263.70
PAVERS , TYPE B, ASPHALT BLOCK, 3 IN. | | |
0045 604-04740 21419.040 SFT | 16.03000 343347.21| 15.58000 333708.64| 15.45000 330924.17
PAVERS , TYPE C, SLATEFACE, CONCRETE, 2 | | |
IN. | | |
0046 604-04740 18158.720 SFT | 13.10000 237879.23| 13.39000 243145.26| 12.63000 229344.63
PAVERS , TYPE E, CONCRETE, 2 1/4 IN. | | |
0047 604-04740 1130.050 SFT | 20.35000 22996.52| 36.81000 41597.14| 19.62000 22171.58
PAVERS , TYPE F, CONCRETE, ADA, 2 1/4 | | |
IN. | | |
0048 604-04740 53.230 SFT | 11.48000 611.08| 12.03000 640.36| 11.07000 589.26
PAVERS , TYPE F, CONCRETE, ADA, 2 1/4 | | |
IN., | | |
0049 604-04740 17048.550 SFT | 13.14000 224017.95| 13.39000 228280.08| 12.67000 216005.13
PAVERS , TYPE G, CONCRETE, 2 IN. | | |
0050 604-04740 3850.050 SFT | 9.35000 35997.97| 8.75000 33687.94| 9.02000 34727.45
PAVERS , TYPE G, CONCRETE, 2 IN., | | |
0051 604-04740 2084.550 SFT | 13.43000 27995.51| 10.11000 21074.80| 12.95000 26994.92
PAVERS , TYPE K, CONCRETE, 3 IN. | | |
0052 604-04740 2160.030 SFT | 16.07000 34711.68| 13.39000 28922.80| 15.50000 33480.47
PAVERS , TYPE L, CONCRETE, 2 1/4 IN. | | |
0053 604-04740 160.070 SFT | 8.25000 1320.58| 8.75000 1400.61| 7.96000 1274.16
PAVERS , TYPE L, CONCRETE, 2 1/4 IN., | | |
0054 604-04740 8139.670 SFT | 9.80000 79768.77| 11.21000 91245.70| 9.45000 76919.88
PAVERS , TYPE N, CONCRETE, 2 IN., | | |
MATERIAL ONLY | | |
0055 604-04740 3342.450 SFT | 19.25000 64342.16| 17.77000 59395.34| 18.57000 62069.30
PAVERS TYPE D, SLATEFACE, CONCRETE, 3 | | |
IN. | | |
0056 604-04805 7225.610 LFT | 6.97000 50362.50| 6.56000 47400.00| 6.72000 48556.10
PAVER EDGE RESTRAINT | | |
0057 604-07894 129.290 SYS | 90.00000 11636.10| 202.25000 26148.90| 95.93000 12402.79
CURB RAMP, CONCRETE, A | | |
0058 604-07897 32.280 SYS | 84.00000 2711.52| 202.25000 6528.63| 126.10000 4070.51
CURB RAMP, CONCRETE, C | | |
0059 604-07898 58.400 SYS | 84.00000 4905.60| 202.25000 11811.40| 122.86000 7175.02
CURB RAMP, CONCRETE, D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -5
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 604-07903 87.260 SYS | 84.00000 7329.84| 202.25000 17648.34| 105.61000 9215.53
CURB RAMP, CONCRETE, K | | |
0061 604-91531 1158.400 SYS | 37.00000 42860.80| 46.96000 54398.46| 54.08000 62646.27
SIDEWALK, CONCRETE, 4 IN | | |
0062 604-91531 42.010 SYS | 274.07000 11513.68| 163.99000 6889.22| 177.63000 7462.24
SIDEWALK, CONCRETE, 4 IN , MODIFIED | | |
0063 605-06090 771.000 LFT | 30.00000 23130.00| 29.06000 22405.26| 37.26000 28727.46
CURB, INTEGRAL, CONCRETE | | |
0064 605-06120 5528.000 LFT | 27.00000 149256.00| 28.02000 154894.56| 24.08300 133130.82
CURB, CONCRETE | | |
0065 605-06120 285.410 LFT | 30.00000 8562.30| 28.58000 8157.02| 29.34000 8373.93
CURB, CONCRETE , STRAIGHT | | |
0066 605-06120 487.770 LFT | 30.00000 14633.10| 32.47000 15837.89| 28.98000 14135.57
CURB, CONCRETE , STRAIGHT, MODIFIED | | |
0067 605-06125 1106.000 LFT | 56.05000 61991.30| 73.53000 81324.18| 53.96000 59679.76
CURB, CONCRETE, MODIFIED | | |
0068 605-08354 33.500 SYS | 101.88000 3412.98| 202.25000 6775.38| 71.15000 2383.53
CURB RAMP, TYPE A1, CONCRETE, MODIFIED, | | |
0069 605-08354 46.040 SYS | 118.55000 5458.04| 377.18000 17365.37| 71.15000 3275.75
CURB RAMP, TYPE A2, CONCRETE, MODIFIED, | | |
0070 605-08354 202.620 SYS | 104.83000 21240.65| 377.18000 76424.21| 71.15000 14416.41
CURB RAMP, TYPE A3, CONCRETE, MODIFIED, | | |
0071 605-08354 25.320 SYS | 101.97000 2581.88| 202.25000 5120.97| 71.15000 1801.52
CURB RAMP, TYPE A4, CONCRETE, MODIFIED, | | |
0072 605-08354 152.180 SYS | 128.03000 19483.61| 377.18000 57399.25| 89.70000 13650.55
CURB RAMP, TYPE D1, CONCRETE, MODIFIED, | | |
0073 605-08354 18.130 SYS | 134.41000 2436.85| 377.18000 6838.27| 89.70000 1626.26
CURB RAMP, TYPE D2, CONCRETE, MODIFIED, | | |
0074 605-08354 19.380 SYS | 108.07000 2094.40| 202.25000 3919.61| 89.70000 1738.39
CURB RAMP, TYPE D3, CONCRETE, MODIFIED, | | |
0075 610-08446 1215.210 SYS | 49.20000 59788.33| 77.83000 94579.79| 31.43000 38194.05
PCCP FOR APPROACHES, 6 IN , UNDER PAVER | | |
0076 610-09108 1096.000 SYS | 75.00000 82200.00| 87.71000 96130.16| 72.20000 79131.20
PCCP FOR APPROACHES, 9 IN | | |
0077 615-06490 6.000 EACH | 166.36000 998.16| 142.58000 855.48| 270.00000 1620.00
RIGHT OF WAY MARKER | | |
0078 615-97672 9.000 EACH | 1497.22000 13474.98| 1399.48000 12595.32| 1408.75000 12678.75
TRASH RECEPTACLE | | |
0079 621-06570 784.350 CYS | 90.00000 70591.50| 73.25000 57453.64| 105.46000 82717.55
TOPSOIL | | |
0080 621-06570 85.130 CYS | 100.00000 8513.00| 71.06000 6049.34| 134.49000 11449.13
TOPSOIL , STORMWATER MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -6
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 621-06570 583.860 CYS | 120.00000 70063.20| 123.48000 72095.03| 97.77000 57083.99
TOPSOIL , STRUCTURAL SOIL | | |
0082 621-06575 465.330 SYS | 5.55000 2582.58| 5.47000 2545.36| 5.78000 2689.61
SODDING, NURSERY | | |
0083 621-98038 748.340 CYS | 83.18000 62246.92| 81.99000 61356.40| 113.40000 84861.76
MULCH, HARDWOOD SHREDDED BARK | | |
0084 622-04648 3.000 EACH | 3517.32000 10551.96| 3328.19000 9984.57| 3204.79000 9614.37
TREE GRATE | | |
0085 622-05638 323.000 EACH | 23.29000 7522.67| 22.96000 7416.08| 28.08000 9069.84
PLANT, DECIDUOUS SHRUB, 18 IN OR UNDER | | |
0086 622-05639 795.000 EACH | 36.60000 29097.00| 36.08000 28683.60| 38.88000 30909.60
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | |
0087 622-05640 168.000 EACH | 43.25000 7266.00| 42.64000 7163.52| 51.84000 8709.12
PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | |
0088 622-05649 6.000 EACH | 183.00000 1098.00| 180.39000 1082.34| 297.00000 1782.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN | | |
0089 622-05651 53.000 EACH | 321.63000 17046.39| 317.05000 16803.65| 486.00000 25758.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN | | |
0090 622-05653 2826.000 EACH | 3.33000 9410.58| 3.28000 9269.28| 4.75000 13423.50
PLANT, GROUND COVER , 3 IN. POT | | |
0091 622-05654 8048.000 EACH | 13.31000 107118.88| 13.12000 105589.76| 14.26000 114764.48
PLANT, PERENNIAL , 1 GAL | | |
0092 622-05654 250.000 EACH | 16.64000 4160.00| 16.40000 4100.00| 19.01000 4752.50
PLANT, PERENNIAL , 2 GAL | | |
0093 622-05655 223.000 EACH | 19.96000 4451.08| 19.68000 4388.64| 15.50000 3456.50
PLANT, ROOT, TUBER, CORM, BULB | | |
0094 622-06573 16.000 EACH | 2772.69000 44363.04| 324.42000 5190.72| 1816.55000 29064.80
IRRIGATION WATER METER AND TAP | | |
0095 628-09403 18.000 MOS | 2537.54000 45675.72| 2167.15000 39008.70| 2848.16000 51266.88
FIELD OFFICE, C | | |
0096 711-51035 3796.600 LBS | 7.20000 27335.52| 2.92000 11086.07| 6.04000 22931.46
STRUCTURAL STEEL | | |
0097 712-03812 13.000 EACH | 2791.03000 36283.39| 2356.75000 30637.75| 2592.14000 33697.82
BENCH , TYPE 1 | | |
0098 712-03812 3.000 EACH | 2636.95000 7910.85| 1810.27000 5430.81| 1911.74000 5735.22
BENCH , TYPE 2 | | |
0099 715-05146 8.000 LFT | 38.38000 307.04| 46.09000 368.72| 102.44000 819.52
PIPE, TYPE 2, CIRCULAR, 6 IN | | |
0100 715-05148 8.000 LFT | 42.31000 338.48| 193.14000 1545.12| 127.21000 1017.68
PIPE, TYPE 2, CIRCULAR, 10 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -7
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 715-05149 2684.000 LFT | 46.00000 123464.00| 67.70000 181706.80| 42.92000 115197.28
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0102 715-05152 24.000 LFT | 109.79000 2634.96| 208.17000 4996.08| 109.05000 2617.20
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0103 715-08305 86.000 TON | 155.27000 13353.22| 184.76000 15889.36| 203.31000 17484.66
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0104 715-09064 2724.000 LFT | 1.33000 3622.92| 1.31000 3568.44| 1.89000 5148.36
VIDEO INSPECTION FOR PIPE | | |
0105 720-02442 7.000 EACH | 239.89000 1679.23| 109.26000 764.82| 161.68000 1131.76
PIPE, PLUG EXISTING | | |
0106 720-07309 276.000 LFT | 198.51000 54788.76| 227.94000 62911.44| 298.33000 82339.08
TRENCH DRAIN | | |
0107 720-07309 20.000 LFT | 179.93000 3598.60| 194.31000 3886.20| 85.13000 1702.60
TRENCH DRAIN , MODIFIED | | |
0108 720-09079 3.000 EACH | 2001.51000 6004.53| 2026.28000 6078.84| 2549.12000 7647.36
INLET, HA5, MODIFIED | | |
0109 720-44000 71.000 EACH | 404.80000 28740.80| 219.61000 15592.31| 452.63000 32136.73
CASTING, ADJUST TO GRADE | | |
0110 720-44015 2.000 EACH | 942.41000 1884.82| 716.95000 1433.90| 982.74000 1965.48
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0111 720-45042 3.000 EACH | 1744.57000 5233.71| 2180.37000 6541.11| 2467.04000 7401.12
INLET, HA5 | | |
0112 720-45145 4.000 EACH | 1559.35000 6237.40| 1238.03000 4952.12| 1536.23000 6144.92
INLET, J10, MODIFIED | | |
0113 720-45250 10.000 EACH | 1649.19000 16491.90| 1392.87000 13928.70| 2536.16000 25361.60
CATCH BASIN, K10 | | |
0114 720-45270 8.000 EACH | 1703.39000 13627.12| 1242.32000 9938.56| 1926.93000 15415.44
PIPE CATCH BASIN, 18 IN | | |
0115 720-45275 6.000 EACH | 1536.14000 9216.84| 1780.45000 10682.70| 2431.72000 14590.32
PIPE CATCH BASIN, 24 IN | | |
0116 720-45410 2.000 EACH | 1963.77000 3927.54| 1728.04000 3456.08| 3435.47000 6870.94
MANHOLE, C4 | | |
0117 720-45510 7.000 EACH | 2195.57000 15368.99| 1490.36000 10432.52| 4005.71000 28039.97
MANHOLE, C4, MODIFIED | | |
0118 720-90984 6.000 EACH | 2471.72000 14830.32| 1881.06000 11286.36| 3679.71000 22078.26
MANHOLE, C2 | | |
0119 720-91352 1.000 EACH | 1330.88000 1330.88| 1325.22000 1325.22| 1465.77000 1465.77
CATCH BASIN, F7 | | |
0120 720-97865 5.000 EACH | 4385.75000 21928.75| 2490.94000 12454.70| 5338.42000 26692.10
MANHOLE, C2, MODIFIED | | |
0121 720-98687 3.000 EACH | 1663.61000 4990.83| 1843.45000 5530.35| 2522.12000 7566.36
CATCH BASIN, M10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -8
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 801-03290 20.000 EACH | 216.27000 4325.40| 431.84000 8636.80| 426.60000 8532.00
CONSTRUCTION SIGN, C | | |
0123 801-04308 4.000 EACH | 549.00000 2196.00| 431.84000 1727.36| 426.60000 1706.40
ROAD CLOSURE SIGN ASSEMBLY | | |
0124 801-06207 19308.000 LFT | 1.05000 20273.40| 0.85000 16411.80| 0.76000 14674.08
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0125 801-06218 44.000 LFT | 8.32000 366.08| 16.40000 721.60| 16.20000 712.80
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0126 801-06640 46.000 EACH | 160.82000 7397.72| 213.19000 9806.74| 210.60000 9687.60
CONSTRUCTION SIGN, A | | |
0127 801-06645 44.000 EACH | 98.71000 4343.24| 60.13000 2645.72| 59.40000 2613.60
CONSTRUCTION SIGN, B | | |
0128 801-06710 2919.000 DAY | 10.00000 29190.00| 8.75000 25541.25| 6.48000 18915.12
FLASHING ARROW SIGN | | |
0129 801-06775 LUMP | 100000.00000 100000.00| 73834.00000 73834.00| 149926.50000 149926.50
MAINTAINING TRAFFIC | | |
0130 801-07119 120.000 LFT | 15.53000 1863.60| 42.64000 5116.80| 42.12000 5054.40
BARRICADE, III-B | | |
0131 802-03896 11.000 EACH | 2500.00000 27500.00| 2673.86000 29412.46| 2569.91000 28269.01
BOLLARD , TYPE 1 | | |
0132 802-03896 19.000 EACH | 1900.00000 36100.00| 1927.13000 36615.47| 1858.19000 35305.61
BOLLARD , TYPE 2 | | |
0133 802-03896 32.000 EACH | 1300.00000 41600.00| 1251.34000 40042.88| 1260.79000 40345.28
BOLLARD , TYPE 3 | | |
0134 802-04314 2.000 EACH | 897.24000 1794.48| 359.24000 718.48| 369.36000 738.72
SIGN , TRAIL, TYPE 15, ART INTERPETIVE | | |
0135 802-04314 4.000 EACH | 1296.51000 5186.04| 840.32000 3361.28| 864.00000 3456.00
SIGN , TRAIL, TYPE 150, INTERPETIVE | | |
0136 802-04314 15.000 EACH | 1126.82000 16902.30| 577.72000 8665.80| 594.00000 8910.00
SIGN , TRAIL, TYPE 20, TRAIL YIELD | | |
0137 802-04314 26.000 EACH | 953.80000 24798.80| 714.27000 18571.02| 734.40000 19094.40
SIGN , TRAIL, TYPE 30, LIGHT POLE | | |
0138 802-04314 14.000 EACH | 1506.13000 21085.82| 1071.41000 14999.74| 1101.60000 15422.40
SIGN , TRAIL, TYPE 35, LIGHT POLE | | |
0139 802-04314 19.000 EACH | 732.00000 13908.00| 382.35000 7264.65| 393.12000 7469.28
SIGN , TRAIL, TYPE 80, MEDALLION | | |
0140 802-05701 233.000 LFT | 17.86000 4161.38| 16.40000 3821.20| 10.80000 2516.40
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0141 802-07059 66.000 EACH | 66.66000 4399.56| 68.88000 4546.08| 43.20000 2851.20
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -9
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0142 802-07060 46.000 EACH | 307.22000 14132.12| 137.75000 6336.50| 59.40000 2732.40
SIGN, SHEET, RELOCATE | | |
0143 802-09838 474.000 SFT | 16.97000 8043.78| 26.24000 12437.76| 17.28000 8190.72
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0144 802-09842 52.000 SFT | 22.74000 1182.48| 28.43000 1478.36| 32.40000 1684.80
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0145 802-91122 1.000 EACH | 395.94000 395.94| 582.72000 582.72| 43.20000 43.20
SIGN, GROUND MOUNTED, RESET | | |
0146 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 810.00000 810.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 1 | | |
0147 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 2 | | |
0148 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 3 | | |
0149 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 4 | | |
0150 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 5 | | |
0151 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 810.00000 810.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 6 | | |
0152 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | |
LOCATION 7 | | |
0153 805-01842 27.000 EACH | 1091.33000 29465.91| 864.77000 23348.79| 918.00000 24786.00
HANDHOLE, SIGNAL | | |
0154 805-01843 7.000 EACH | 334.94000 2344.58| 474.48000 3321.36| 81.00000 567.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0155 805-02037 1.000 EACH | 2401.15000 2401.15| 2165.76000 2165.76| 2376.00000 2376.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT | | |
0156 805-02037 2.000 EACH | 4121.33000 8242.66| 3231.69000 6463.38| 2592.00000 5184.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT , POWDER COATED | | |
0157 805-02069 2.000 EACH | 2802.64000 5605.28| 2811.88000 5623.76| 2484.00000 4968.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -10
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0159 805-02072 5.000 EACH | 3804.13000 19020.65| 3564.04000 17820.20| 3456.00000 17280.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT | | |
0160 805-02072 1.000 EACH | 4319.86000 4319.86| 3848.29000 3848.29| 3888.00000 3888.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT , POWDER COATED | | |
0161 805-02087 LUMP | 1479.51000 1479.51| 2760.49000 2760.49| 540.00000 540.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT , LOCATIONS 1 THROUGH 7 | | |
0162 805-02150 65.000 EACH | 773.02000 50246.30| 710.62000 46190.30| 648.00000 42120.00
PEDESTRIAN SIGNAL HEAD, 18 IN | | |
0163 805-02373 890.000 LFT | 5.32000 4734.80| 9.29000 8268.10| 4.05000 3604.50
SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | |
0164 805-02441 3520.000 LFT | 0.30000 1056.00| 0.60000 2112.00| 0.27000 950.40
SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | |
0165 805-02855 7.000 EACH | 1411.86000 9883.02| 1439.83000 10078.81| 1269.00000 8883.00
SIGNAL SUPPORT FOUNDATION, 2FT 6 IN X | | |
2FT 6 IN X 6FT | | |
0166 805-04133 2.000 EACH | 799.64000 1599.28| 689.85000 1379.70| 756.00000 1512.00
SIGNAL PEDESTAL, 12FT | | |
0167 805-04757 4.000 EACH | 462.49000 1849.96| 274.41000 1097.64| 135.00000 540.00
SIGNAL HEAD, RELOCATE | | |
0168 805-04952 7.000 EACH | 2345.70000 16419.90| 1999.58000 13997.06| 594.00000 4158.00
CONTROLLER AND CABINET , EXISTING, | | |
RELOCATE | | |
0169 805-04973 60.000 LFT | 60.89000 3653.40| 39.90000 2394.00| 25.11000 1506.60
CONDUIT , IMC, 3/4 IN., WITH JUNCTION | | |
BOXES | | |
0171 805-04973 822.000 LFT | 5.32000 4373.04| 19.68000 16176.96| 15.12000 12428.64
CONDUIT , PVC, 3/4 IN., SCHEDULE 40, IN | | |
CONCRETE | | |
0172 805-05870 7.000 EACH | 1450.67000 10154.69| 1499.96000 10499.72| 1350.00000 9450.00
SIGNAL SUPPORT FOUNDATION , 3 FT. X 3 | | |
FT. X 7 FT. | | |
0173 805-06101 98.000 EACH | 970.44000 95103.12| 596.92000 58498.16| 594.00000 58212.00
FOUNDATION , LUMINAIRE, TYPE L1 | | |
0174 805-06101 10.000 EACH | 526.82000 5268.20| 638.47000 6384.70| 270.00000 2700.00
FOUNDATION , LUMINAIRE, TYPE L2 | | |
0175 805-06362 1.000 EACH | 6072.20000 6072.20| 3685.39000 3685.39| 4644.00000 4644.00
SIGNAL AND LIGHTING COMBINATION POLE | | |
STRUCTURE, 25 FT. SIGNAL ARM, 6 FT. | | |
0176 805-06834 1.000 EACH | 16171.46000 16171.46| 16820.97000 16820.97| 15930.00000 15930.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE , TS2, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -11
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0177 805-08129 181.000 LFT | 4.99000 903.19| 3.72000 673.32| 0.54000 97.74
SIGNAL CABLE , EXISTING, RELOCATE | | |
0178 805-78010 1.000 EACH | 1317.58000 1317.58| 1403.76000 1403.76| 1134.00000 1134.00
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0179 805-78190 8.000 EACH | 460.27000 3682.16| 467.92000 3743.36| 464.40000 3715.20
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
0180 805-78205 37.000 EACH | 845.11000 31269.07| 836.35000 30944.95| 847.80000 31368.60
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0181 805-78215 2.000 EACH | 787.44000 1574.88| 775.13000 1550.26| 783.00000 1566.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0182 805-78230 2.000 EACH | 1299.84000 2599.68| 1305.36000 2610.72| 1404.00000 2808.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0183 805-78370 65.000 EACH | 1229.97000 79948.05| 1166.51000 75823.15| 1198.80000 77922.00
PEDESTRIAN PUSH BUTTON | | |
0184 805-78445 6.000 EACH | 851.77000 5110.62| 1030.95000 6185.70| 707.40000 4244.40
SIGNAL SERVICE | | |
0185 805-78467 53.000 LFT | 3.22000 170.66| 2.51000 133.03| 3.24000 171.72
SIGNAL CABLE, 3C 8GA | | |
0186 805-78480 10157.000 LFT | 1.89000 19196.73| 1.20000 12188.40| 2.11000 21431.27
SIGNAL CABLE, 3C 14GA | | |
0187 805-78485 15087.000 LFT | 2.22000 33493.14| 1.42000 21423.54| 2.32000 35001.84
SIGNAL CABLE, 5C 14GA | | |
0188 805-78490 635.000 LFT | 2.44000 1549.40| 1.64000 1041.40| 2.41000 1530.35
SIGNAL CABLE, 7C 14GA | | |
0189 805-78495 1939.000 LFT | 2.66000 5157.74| 1.86000 3606.54| 2.59000 5022.01
SIGNAL CABLE, 9C 14GA | | |
0190 805-78510 1170.000 LFT | 1.44000 1684.80| 0.98000 1146.60| 2.00000 2340.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0191 805-78785 8.000 EACH | 1020.35000 8162.80| 795.90000 6367.20| 702.00000 5616.00
SIGNAL DETECTOR HOUSING | | |
0192 805-78795 1200.000 LFT | 7.65000 9180.00| 7.65000 9180.00| 9.99000 11988.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0193 805-78900 28.000 EACH | 810.73000 22700.44| 742.33000 20785.24| 432.00000 12096.00
PEDESTAL FOUNDATION, A | | |
0194 805-78900 28.000 EACH | 978.20000 27389.60| 759.82000 21274.96| 448.20000 12549.60
PEDESTAL FOUNDATION, A , MODIFIED | | |
0195 805-78925 8.000 EACH | 1937.56000 15500.48| 1000.34000 8002.72| 783.00000 6264.00
CONTROLLER CABINET FOUNDATION, P1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -12
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0196 805-90005 21.000 EACH | 741.97000 15581.37| 605.67000 12719.07| 648.00000 13608.00
SIGNAL PEDESTAL, 10 FT | | |
0197 805-90005 28.000 EACH | 1660.29000 46488.12| 1521.82000 42610.96| 1620.00000 45360.00
SIGNAL PEDESTAL, 10 FT , ORNAMENTAL | | |
0198 805-90005 3.000 EACH | 1144.57000 3433.71| 876.80000 2630.40| 901.80000 2705.40
SIGNAL PEDESTAL, 10 FT , POWDER COATED | | |
0199 805-90005 2.000 EACH | 377.09000 754.18| 336.73000 673.46| 145.80000 291.60
SIGNAL PEDESTAL, 10 FT , RELOCATE | | |
0200 805-92504 5.000 EACH | 330.51000 1652.55| 329.07000 1645.35| 324.00000 1620.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0201 805-95568 720.000 LFT | 13.75000 9900.00| 24.05000 17316.00| 8.91000 6415.20
CONDUIT, PVC, 4 IN. , SCHEDULE 40, IN | | |
TRENCH, | | |
0202 805-95933 124.000 LFT | 3.27000 405.48| 4.92000 610.08| 4.86000 602.64
CURB PAINTING, YELLOW | | |
0203 807-02191 5.000 EACH | 743.08000 3715.40| 723.74000 3618.70| 432.00000 2160.00
HANDHOLE, LIGHTING , POLYMER CONCRETE | | |
0204 807-02191 3.000 EACH | 870.62000 2611.86| 1296.61000 3889.83| 432.00000 1296.00
HANDHOLE, LIGHTING , POLYMER CONCRETE | | |
WITH GFI | | |
0205 807-04651 210.000 LFT | 16.53000 3471.30| 11.48000 2410.80| 14.31000 3005.10
WIRE, NO. ,8, COPPER, IN 1 1/4 IN. | | |
SCHEDULE 40 | | |
0207 807-04651 120.000 LFT | 35.49000 4258.80| 30.61000 3673.20| 35.80000 4296.00
WIRE, NO. 4/0, COPPER, IN 4 IN. | | |
SCHEDULE 40 | | |
0208 807-04651 1400.000 LFT | 16.97000 23758.00| 10.93000 15302.00| 12.96000 18144.00
WIRE, NO. 8, COPPER, IN 1 IN. SCHEDULE | | |
40 | | |
0209 807-04651 4790.000 LFT | 22.51000 107822.90| 9.84000 47133.60| 12.04000 57671.60
WIRE, NO. 8, COPPER, IN 1 IN. SCHEDULE | | |
40 | | |
0210 807-04651 2400.000 LFT | 18.74000 44976.00| 11.48000 27552.00| 15.23000 36552.00
WIRE, NO. 8, COPPER, IN 1 1/4 IN. | | |
SCHEDULE 40 | | |
0211 807-04651 1650.000 LFT | 17.52000 28908.00| 12.03000 19849.50| 16.20000 26730.00
WIRE, NO. 8, COPPER, IN 1 1/4 IN. | | |
SCHEDULE 40 | | |
0212 807-04651 1300.000 LFT | 15.53000 20189.00| 10.39000 13507.00| 11.99000 15587.00
WIRE, NO. 8, COPPER, IN 3/4 IN. | | |
SCHEDULE 40 | | |
0213 807-04652 6.000 EACH | 6200.86000 37205.16| 8057.36000 48344.16| 7560.00000 45360.00
SERVICE POINT , MODIFIED, DIST. TYPE AT | | |
120/208V, OR | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -13
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0214 807-04652 1.000 EACH | 6544.67000 6544.67| 9259.95000 9259.95| 8964.00000 8964.00
SERVICE POINT , MODIFIED, DIST. TYPE AT | | |
277/480V, | | |
0215 807-04652 1.000 EACH | 6774.24000 6774.24| 8297.88000 8297.88| 6750.00000 6750.00
SERVICE POINT , MODIFIED, NETWORK TYPE | | |
AT 120/208V, | | |
0216 807-04866 10.000 EACH | 258.42000 2584.20| 3764.11000 37641.10| 3510.00000 35100.00
LUMINAIRE , TYPE L2 | | |
0217 807-04866 12.000 EACH | 1408.53000 16902.36| 1772.18000 21266.16| 1350.00000 16200.00
LUMINAIRE , TYPE L3 | | |
0218 807-04866 6.000 EACH | 1178.95000 7073.70| 1591.79000 9550.74| 1080.00000 6480.00
LUMINAIRE , TYPE L4 | | |
0219 807-04866 54.000 EACH | 515.72000 27848.88| 478.85000 25857.90| 459.00000 24786.00
LUMINAIRE , TYPE L5 | | |
0220 807-04866 14.000 EACH | 777.46000 10884.44| 1003.62000 14050.68| 540.00000 7560.00
LUMINAIRE , TYPE L6 | | |
0221 807-04866 98.000 EACH | 6977.20000 683765.60| 6792.45000 665660.10| 6480.00000 635040.00
LUMINAIRE AND POLE, TYPE L1 | | |
0222 807-06592 6456.000 LFT | 21.29000 137448.24| 10.39000 67077.84| 14.04000 90642.24
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0225 808-03439 2140.000 LFT | 4.71000 10079.40| 5.08000 10871.20| 5.02000 10742.80
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK, WHITE 24" | | |
0228 808-05866 110.000 SYS | 42.42000 4666.20| 38.26000 4208.60| 37.80000 4158.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
0229 808-06368 2000.000 LFT | 2.16000 4320.00| 2.19000 4380.00| 2.16000 4320.00
TRANSVERSE MARKING, REMOVE | | |
0230 808-06701 480.000 LFT | 0.78000 374.40| 3.77000 1809.60| 3.73000 1790.40
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0231 808-06703 1569.000 LFT | 0.78000 1223.82| 3.77000 5915.13| 3.73000 5852.37
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0232 808-06716 2100.000 LFT | 0.72000 1512.00| 0.66000 1386.00| 0.65000 1365.00
LINE, REMOVE | | |
0237 808-75245 6552.000 LFT | 0.78000 5110.56| 0.68000 4455.36| 0.67000 4389.84
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0238 808-75297 782.000 LFT | 4.71000 3683.22| 5.08000 3972.56| 5.02000 3925.64
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0239 808-75320 9.000 EACH | 72.09000 648.81| 92.93000 836.37| 91.80000 826.20
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -14
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0240 808-75325 3.000 EACH | 104.25000 312.75| 125.73000 377.19| 124.20000 372.60
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0241 808-75330 2.000 EACH | 160.82000 321.64| 245.99000 491.98| 243.00000 486.00
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
(PEDX) | | |
0242 808-75998 18.000 EACH | 160.82000 2894.76| 64.50000 1161.00| 63.72000 1146.96
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0243 808-92027 148.000 LFT | 2.50000 370.00| 1.69000 250.12| 1.67000 247.16
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0244 808-96016 59.000 LFT | 2.35000 138.65| 2.51000 148.09| 2.48000 146.32
LINE, THERMOPLASTIC SOLID, YELLOW, 12 I | | |
0245 808-97664 2.000 EACH | 160.82000 321.64| 399.05000 798.10| 394.20000 788.40
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
0246 808-10031 84.000 LFT | 2.16000 181.44| 0.30000 25.20| 0.29000 24.36
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0247 808-10033 589.000 LFT | 1.05000 618.45| 2.95000 1737.55| 2.92000 1719.88
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0248 808-10034 1431.000 LFT | 1.05000 1502.55| 0.30000 429.30| 0.29000 414.99
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0249 808-10043 350.000 LFT | 11.04000 3864.00| 9.57000 3349.50| 9.45000 3307.50
LINE, MULTI-COMP, SOLID, WHITE, 24 IN | | |
0250 808-10051 69.000 LFT | 11.04000 761.76| 11.59000 799.71| 11.45300 790.26
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
0251 808-10077 4.000 EACH | 160.82000 643.28| 147.59000 590.36| 145.80000 583.20
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0252 808-10052 1.000 EACH | 183.00000 183.00| 153.06000 153.06| 151.20000 151.20
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0253 807-03972 470.000 LFT | 12.98000 6100.60| 8.20000 3854.00| 6.48000 3045.60
CONDUIT, PVC, 1 IN, SCHEDULE 40, FOR | | |
ELECTRIC IN TRENCH | | |
0254 807-04651 235.000 LFT | 16.97000 3987.95| 10.93000 2568.55| 12.96000 3045.60
WIRE, NO. 10, COPPER, IN 3/4 IN. IMC | | |
CONDUIT, | | |
0255 210-09450 7923.070 SFT | 18.30000 144992.18| 18.04000 142932.18| 17.82000 141189.11
CROSSWALK , THERMOPLASTIC, DECORATIVE | | |
0256 807-04651 175.000 LFT | 20.96000 3668.00| 19.13000 3347.75| 12.96000 2268.00
WIRE, NO. 2, COPPER, IN 2 IN. SCHEDULE | | |
40 PVC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 330 -15
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0257 702-51005 76.500 CYS | 500.00000 38250.00| 223.02000 17061.03| 0.01000 0.77
CONCRETE, A, SUBSTRUCTURE | | |
0258 703-06028 2712.000 LBS | 2.00000 5424.00| 3.99000 10820.88| 0.69000 1871.28
REINFORCING BARS | | |
0259 805-02069 1.000 EACH | 8236.01000 8236.01| 8455.31000 8455.31| 6750.00000 6750.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT , WHOLESALE DISTRICT | | |
0260 805-02073 1.000 EACH | 9498.15000 9498.15| 9745.36000 9745.36| 7128.00000 7128.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
35FT , WHOLESALE DISTRICT | | |
SECTION TOTALS | $ 7,985,722.66| $ 8,013,057.00| $ 8,086,996.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,985,722.66| $ 8,013,057.00| $ 8,086,996.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : GUARDRAIL END TREATMENT UPGRADE COMPLETION DATE : 05/15/11
LOCATION : ON US 36 FROM 1.80 MILES WEST OF SR 63 TO SR 63 PROJECT(S) : 0401144
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 136,185.00 100.0000%
2 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 154,842.00 113.6997%
3 38-2932367 RMD HOLDINGS LTD $ 168,746.24 123.9096%
4 35-1643252 C-TECH CORPORATION INC $ 168,827.20 123.9690%
5 43-1012298 COLLINS & HERMANN INC $ 180,017.34 132.1859%
6 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 210,163.73 154.3222%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 340 -2
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 38-2932367
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |RMD HOLDINGS LTD
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL END TREATMENT UPGRADE
| | |
0001 105-06845 LUMP | 150.00000 150.00| 1500.00000 1500.00| 1434.00000 1434.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 140.00000 140.00| 300.00000 300.00| 295.00000 295.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 200.00000 1200.00| 200.00000 1200.00| 76.64000 459.84
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 | 3800.00000 3800.00| 7700.00000 7700.00| 12500.00000 12500.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-93741 16.000 EACH | 280.00000 4480.00| 200.00000 3200.00| 532.60000 8521.60
GUARDRAIL END TREATMENT, REMOVE | | |
0011 203-02070 50.000 CYS | 50.00000 2500.00| 61.00000 3050.00| 34.31000 1715.50
BORROW | | |
0012 203-08607 1000.000 LFT | 9.00000 9000.00| 11.00000 11000.00| 2.36000 2360.00
LINEAR GRADING | | |
0013 303-01180 500.000 TON | 25.00000 12500.00| 31.00000 15500.00| 45.28000 22640.00
COMPACTED AGGREGATE, NO. 53 | | |
0014 601-02241 2046.000 LFT | 0.05000 102.30| 2.00000 4092.00| 3.47000 7099.62
GUARDRAIL, REMOVE | | |
0015 601-94689 10.000 EACH | 2395.00000 23950.00| 2300.00000 23000.00| 2312.04000 23120.40
GUARDRAIL END TREATMENT, OS | | |
0016 601-94690 6.000 EACH | 3785.00000 22710.00| 3200.00000 19200.00| 4310.78000 25864.68
GUARDRAIL END TREATMENT, MS | | |
0017 601-99108 1846.000 LFT | 22.00000 40612.00| 20.00000 36920.00| 21.89000 40408.94
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0018 601-99132 10.000 EACH | 80.00000 800.00| 100.00000 1000.00| 962.14000 9621.40
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 340 -3
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 38-2932367
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |RMD HOLDINGS LTD
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09408 6.000 MOS | 400.00000 2400.00| 300.00000 1800.00| 245.44000 1472.64
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0020 628-09409 6.000 MOS | 125.00000 750.00| 200.00000 1200.00| 61.36000 368.16
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-03290 8.000 EACH | 220.00000 1760.00| 200.00000 1600.00| 220.90000 1767.20
CONSTRUCTION SIGN, C | | |
0022 801-06640 25.000 EACH | 105.00000 2625.00| 175.00000 4375.00| 202.49000 5062.25
CONSTRUCTION SIGN, A | | |
0023 801-06710 40.000 DAY | 30.00000 1200.00| 15.00000 600.00| 12.00000 480.00
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 5500.70000 5500.70| 17600.00000 17600.00| 3550.01000 3550.01
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 136,185.00| $ 154,842.00| $ 168,746.24
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 136,185.00| $ 154,842.00| $ 168,746.24
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 340 -4
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1643252 |( 5 ) 43-1012298 |( 6 ) 04-3815584
|C-TECH CORPORATION INC |COLLINS & HERMANN INC |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL END TREATMENT UPGRADE
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| 2100.00000 2100.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 500.00000 500.00| 150.00000 150.00| 105.00000 105.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 225.00000 1350.00| 100.00000 600.00| 73.50000 441.00
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 | 12000.00000 12000.00| 6000.00000 6000.00| 20216.70000 20216.70
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-93741 16.000 EACH | 150.00000 2400.00| 479.75000 7676.00| 507.41000 8118.56
GUARDRAIL END TREATMENT, REMOVE | | |
0011 203-02070 50.000 CYS | 50.00000 2500.00| 185.00000 9250.00| 52.50000 2625.00
BORROW | | |
0012 203-08607 1000.000 LFT | 12.00000 12000.00| 18.75000 18750.00| 11.03000 11030.00
LINEAR GRADING | | |
0013 303-01180 500.000 TON | 48.00000 24000.00| 15.00000 7500.00| 47.25000 23625.00
COMPACTED AGGREGATE, NO. 53 | | |
0014 601-02241 2046.000 LFT | 0.20000 409.20| 3.13000 6403.98| 3.25000 6649.50
GUARDRAIL, REMOVE | | |
0015 601-94689 10.000 EACH | 2200.00000 22000.00| 2311.73000 23117.30| 2580.00000 25800.00
GUARDRAIL END TREATMENT, OS | | |
0016 601-94690 6.000 EACH | 3520.00000 21120.00| 3912.88000 23477.28| 4365.00000 26190.00
GUARDRAIL END TREATMENT, MS | | |
0017 601-99108 1846.000 LFT | 20.50000 37843.00| 26.93000 49712.78| 25.77000 47571.42
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0018 601-99132 10.000 EACH | 75.00000 750.00| 150.00000 1500.00| 382.43000 3824.30
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 340 -5
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1643252 |( 5 ) 43-1012298 |( 6 ) 04-3815584
|C-TECH CORPORATION INC |COLLINS & HERMANN INC |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09408 6.000 MOS | 300.00000 1800.00| 500.00000 3000.00| 52.50000 315.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0020 628-09409 6.000 MOS | 150.00000 900.00| 250.00000 1500.00| 73.50000 441.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-03290 8.000 EACH | 200.00000 1600.00| 150.00000 1200.00| 157.50000 1260.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 25.000 EACH | 180.00000 4500.00| 145.00000 3625.00| 152.25000 3806.25
CONSTRUCTION SIGN, A | | |
0023 801-06710 40.000 DAY | 10.00000 400.00| 20.00000 800.00| 21.00000 840.00
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 21750.00000 21750.00| 13250.00000 13250.00| 25200.00000 25200.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 168,827.20| $ 180,017.34| $ 210,163.73
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 168,827.20| $ 180,017.34| $ 210,163.73
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : ENHANCEMENT BIKE PEDESTRIAN FACILITY COMPLETION DATE : 09/01/11
LOCATION : ON PIGEON CREEK GREENWAY BIKE/PEDESTRIAN TRAIL, FROM PROJECT(S) : 1005670
MARYLAND STREET TO LOUISIANA STREET
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057095 BLANKENBERGER BROTHERS INC $ 516,178.20 100.0000%
2 35-1878024 RAGLE INC $ 537,488.15 104.1284%
3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 560,753.66 108.6357%
4 35-0626844 J H RUDOLPH & COMPANY $ 604,873.90 117.1832%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -2
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310
|BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY
| | |
0001 105-06845 LUMP | 12700.00000 12700.00| 15000.00000 15000.00| 10000.00000 10000.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25000.00000 25000.00| 26500.00000 26500.00| 28000.00000 28000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 24500.00000 24500.00| 21500.00000 21500.00| 20767.00000 20767.00
CLEARING RIGHT OF WAY | | |
0009 202-02240 145.000 SYS | 10.00000 1450.00| 5.00000 725.00| 5.40000 783.00
PAVEMENT REMOVAL | | |
0010 202-02279 453.000 LFT | 4.00000 1812.00| 4.50000 2038.50| 4.50000 2038.50
CURB AND GUTTER, REMOVE | | |
0011 202-52710 341.000 SYS | 4.00000 1364.00| 4.00000 1364.00| 7.50000 2557.50
SIDEWALK, CONCRETE, REMOVE | | |
0012 203-02000 2937.000 CYS | 9.70000 28488.90| 16.00000 46992.00| 18.20000 53453.40
EXCAVATION, COMMON | | |
0013 204-02290 2.000 EACH | 330.00000 660.00| 525.00000 1050.00| 1252.00000 2504.00
SETTLEMENT PLATE | | |
0014 205-03371 25.000 CYS | 17.00000 425.00| 10.00000 250.00| 35.30000 882.50
SEDIMENT, REMOVE | | |
0015 205-04948 LUMP | 1100.00000 1100.00| 300.00000 300.00| 2222.00000 2222.00
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0016 205-06930 6.500 TON | 46.00000 299.00| 40.00000 260.00| 39.00000 253.50
SPLASHPAD, RIPRAP | | |
0017 205-06931 6.000 TON | 47.00000 282.00| 75.00000 450.00| 39.00000 234.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06933 15.000 EACH | 90.00000 1350.00| 75.00000 1125.00| 90.00000 1350.00
TEMPORARY DITCH INLET PROTECTION | | |
0019 205-06934 13.000 TON | 390.00000 5070.00| 320.00000 4160.00| 390.00000 5070.00
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -3
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310
|BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 1768.000 LFT | 1.35000 2386.80| 1.20000 2121.60| 1.35000 2386.80
TEMPORARY SILT FENCE | | |
0021 205-09543 100.000 TON | 24.00000 2400.00| 17.00000 1700.00| 23.00000 2300.00
NO 2 STONE | | |
0022 206-51817 912.000 SFT | 18.60000 16963.20| 20.00000 18240.00| 20.60000 18787.20
SHEET PILING, STEEL | | |
0024 211-09264 39.000 CYS | 24.00000 936.00| 20.00000 780.00| 26.50000 1033.50
STRUCTURAL BACKFILL, TYPE 1 | | |
0025 211-09266 470.000 CYS | 39.00000 18330.00| 28.00000 13160.00| 40.25000 18917.50
STRUCTURAL BACKFILL, TYPE 3 | | |
0026 301-07448 884.000 TON | 31.90000 28199.60| 27.00000 23868.00| 21.15000 18696.60
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-01180 284.000 TON | 27.00000 7668.00| 27.00000 7668.00| 28.00000 7952.00
COMPACTED AGGREGATE, NO. 53 , WALL BASE | | |
0028 303-04489 82.000 TON | 0.10000 8.20| 17.00000 1394.00| 32.15000 2636.30
COMPACTED CRUSHED AGGREGATE, 8 | | |
0029 304-07489 60.000 TON | 165.00000 9900.00| 85.00000 5100.00| 165.00000 9900.00
HMA PATCHING, TYPE A | | |
0030 402-07432 138.000 TON | 100.00000 13800.00| 100.00000 13800.00| 100.00000 13800.00
HMA SURFACE, TYPE A | | |
0031 402-07435 229.000 TON | 80.00000 18320.00| 80.00000 18320.00| 80.00000 18320.00
HMA INTERMEDIATE, TYPE A | | |
0032 406-05520 0.450 TON | 600.00000 270.00| 600.00000 270.00| 600.00000 270.00
ASPHALT FOR TACK COAT | | |
0033 601-98352 206.000 LFT | 98.00000 20188.00| 185.00000 38110.00| 88.50000 18231.00
BICYCLE RAILING | | |
0034 602-98036 79.000 SYS | 3.00000 237.00| 3.20000 252.80| 2.50000 197.50
BARRIER MAT, WEED | | |
0035 604-07894 17.000 SYS | 95.00000 1615.00| 136.00000 2312.00| 62.30000 1059.10
CURB RAMP, CONCRETE, A | | |
0036 604-91404 367.000 SYS | 29.00000 10643.00| 35.00000 12845.00| 45.15000 16570.05
SIDEWALK, CONCRETE, 5 IN | | |
0037 604-91404 3.000 SYS | 105.00000 315.00| 235.00000 705.00| 268.51000 805.53
SIDEWALK, CONCRETE, 5 IN , COLORED, | | |
TEXTURED | | |
0038 605-06120 138.000 LFT | 82.00000 11316.00| 85.00000 11730.00| 68.00000 9384.00
CURB, CONCRETE , COPING, MSE RETAINING | | |
WALL | | |
0039 605-06144 636.000 LFT | 12.95000 8236.20| 13.00000 8268.00| 12.00000 7632.00
CURB AND GUTTER, A, CONCRETE | | |
0040 607-06175 105.000 LFT | 19.50000 2047.50| 13.50000 1417.50| 21.50000 2257.50
GUTTER, CONCRETE, TYPE , 2'-0" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -4
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310
|BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 607-06175 83.000 LFT | 20.00000 1660.00| 15.00000 1245.00| 24.20000 2008.60
GUTTER, CONCRETE, TYPE , 2'-6" | | |
0042 607-06175 50.000 LFT | 21.00000 1050.00| 31.00000 1550.00| 26.90000 1345.00
GUTTER, CONCRETE, TYPE , 3'-0" | | |
0043 607-06175 181.000 LFT | 18.00000 3258.00| 9.00000 1629.00| 17.75000 3212.75
GUTTER, CONCRETE, TYPE INFILL | | |
0044 611-95728 105.000 SYS | 43.00000 4515.00| 38.00000 3990.00| 64.50000 6772.50
CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | |
8 IN. , 10 IN., REINFORCED | | |
0045 616-02320 1015.000 SYS | 1.70000 1725.50| 1.00000 1015.00| 3.00000 3045.00
GEOTEXTILES | | |
0046 616-06405 23.000 TON | 34.00000 782.00| 42.00000 966.00| 39.00000 897.00
RIPRAP, REVETMENT | | |
0047 621-01004 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-02770 290.000 SYS | 1.60000 464.00| 1.90000 551.00| 1.60000 464.00
EROSION CONTROL BLANKET | | |
0049 621-06545 0.700 TON | 525.00000 367.50| 850.00000 595.00| 525.00000 367.50
FERTILIZER | | |
0050 621-06554 443.000 LBS | 3.25000 1439.75| 3.20000 1417.60| 3.25000 1439.75
SEED MIXTURE, U | | |
0051 621-06557 795.000 LBS | 2.00000 1590.00| 1.90000 1510.50| 2.00000 1590.00
SEED MIXTURE, T | | |
0052 621-06565 4.000 TON | 400.00000 1600.00| 380.00000 1520.00| 400.00000 1600.00
MULCHING MATERIAL | | |
0053 621-06567 4.100 kGAL | 5.00000 20.50| 20.00000 82.00| 5.00000 20.50
WATER | | |
0054 621-06575 1024.000 SYS | 3.75000 3840.00| 4.75000 4864.00| 3.75000 3840.00
SODDING, NURSERY | | |
0055 621-07642 40.000 CYS | 40.00000 1600.00| 56.00000 2240.00| 40.00000 1600.00
SOIL PREPARATION | | |
0056 621-98038 34.000 CYS | 70.00000 2380.00| 56.00000 1904.00| 70.00000 2380.00
MULCH, HARDWOOD SHREDDED BARK | | |
0057 622-05639 124.000 EACH | 24.25000 3007.00| 35.00000 4340.00| 24.25000 3007.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | |
0058 622-05650 28.000 EACH | 220.00000 6160.00| 212.00000 5936.00| 220.00000 6160.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN | | |
0059 622-05654 56.000 EACH | 10.50000 588.00| 7.40000 414.40| 10.50000 588.00
PLANT, PERENNIAL | | |
0060 625-09376 48.000 CYS | 277.00000 13296.00| 235.00000 11280.00| 255.00000 12240.00
REVET MATTRESS, PVC COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -5
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310
|BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 628-09402 12.000 MOS | 1100.00000 13200.00| 750.00000 9000.00| 1720.00000 20640.00
FIELD OFFICE, B | | |
0062 711-05101 2817.000 LFT | 7.10000 20000.70| 5.75000 16197.75| 5.25000 14789.25
EDGING , TRAIL, CONCRETE, REINFORCED | | |
0063 715-01472 1.000 EACH | 470.00000 470.00| 600.00000 600.00| 470.00000 470.00
PIPE END SECTION, PRECAST CONCRETE, 18 | | |
IN | | |
0064 715-01765 3.000 EACH | 420.00000 1260.00| 700.00000 2100.00| 425.00000 1275.00
PIPE END SECTION, PRECAST CONCRETE, 12 | | |
IN | | |
0065 715-06696 63.000 LFT | 27.70000 1745.10| 23.00000 1449.00| 33.00000 2079.00
PIPE, PVC, 10 IN | | |
0066 715-07729 174.000 LFT | 29.90000 5202.60| 27.00000 4698.00| 34.00000 5916.00
PIPE, RCP, III, DO.3=75, 15 IN | | |
0067 715-07730 346.000 LFT | 31.90000 11037.40| 32.00000 11072.00| 37.00000 12802.00
PIPE, RCP, III, DO.3=75, 18 IN | | |
0068 715-08071 222.000 LFT | 77.50000 17205.00| 26.00000 5772.00| 31.00000 6882.00
PIPE, RCP, III, DO.3=75, 12 IN. | | |
0069 720-04682 2.000 EACH | 1320.00000 2640.00| 1200.00000 2400.00| 1250.00000 2500.00
INLET , 15", PVC DRAIN BASIN | | |
0070 720-45045 2.000 EACH | 1630.00000 3260.00| 2500.00000 5000.00| 2116.00000 4232.00
INLET, J10 | | |
0071 720-45410 1.000 EACH | 1850.00000 1850.00| 3000.00000 3000.00| 2515.00000 2515.00
MANHOLE, C4 | | |
0072 720-96125 2.000 EACH | 1800.00000 3600.00| 2400.00000 4800.00| 2278.00000 4556.00
INLET, E , MODIFIED | | |
0073 720-96422 9.000 EACH | 1230.00000 11070.00| 1800.00000 16200.00| 1755.00000 15795.00
INLET, A, MODIFIED | | |
0074 731-93945 1154.000 SFT | 15.80000 18233.20| 17.00000 19618.00| 17.25000 19906.50
FACE PANELS, CONCRETE , MSE WALL | | |
0075 731-93946 1154.000 SFT | 9.30000 10732.20| 6.50000 7501.00| 20.75000 23945.50
WALL ERECTION | | |
0076 731-93947 138.000 LFT | 34.00000 4692.00| 21.00000 2898.00| 31.00000 4278.00
LEVELING PAD, CONCRETE , MSE RETAINING | | |
WALL | | |
0077 731-93947 61.000 LFT | 55.70000 3397.70| 33.00000 2013.00| 48.40000 2952.40
LEVELING PAD, CONCRETE , SHEET PILE | | |
WALL, BLOCK VENEER | | |
0078 732-08419 50.200 SYS | 180.00000 9036.00| 75.00000 3765.00| 172.00000 8634.40
MODULAR BLOCK WALL , VENEER WITH SHEET | | |
PILE WALL FASTENERS | | |
0079 732-08420 35.000 SYS | 130.00000 4550.00| 78.00000 2730.00| 123.00000 4305.00
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -6
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310
|BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 732-08421 35.000 SYS | 200.00000 7000.00| 135.00000 4725.00| 264.00000 9240.00
MODULAR BLOCK WALL ERECTION | | |
0081 732-08421 50.200 SYS | 210.00000 10542.00| 105.00000 5271.00| 265.00000 13303.00
MODULAR BLOCK WALL ERECTION , VENEER | | |
0082 801-06775 LUMP | 4950.00000 4950.00| 32000.00000 32000.00| 7210.00000 7210.00
MAINTAINING TRAFFIC | | |
0083 802-03896 3.000 EACH | 660.00000 1980.00| 400.00000 1200.00| 1150.00000 3450.00
BOLLARD | | |
0084 802-04314 1.000 EACH | 2840.00000 2840.00| 3100.00000 3100.00| 2870.00000 2870.00
SIGN , TRAILHEAD STRUCTURE WITH TWO | | |
POSTS | | |
0085 802-04314 17.600 EACH | 100.00000 1760.00| 45.00000 792.00| 95.59000 1682.38
SIGN TRAIL, ALUMINUM SHEET, MODIFIED | | |
0086 802-05701 75.000 LFT | 42.00000 3150.00| 40.00000 3000.00| 59.70000 4477.50
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0087 802-09838 12.500 SFT | 50.00000 625.00| 36.00000 450.00| 35.00000 437.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0088 808-04767 1500.000 LFT | 0.26000 390.00| 0.24000 360.00| 0.58000 870.00
LINE , PAINT, SOLID, RED, 4 IN. | | |
0089 207-08266 2583.000 SYS | 2.95000 7619.85| 4.50000 11623.50| 0.50000 1291.50
SUBGRADE TREATMENT, TYPE III | | |
0090 214-07202 153.000 SYS | 3.60000 550.80| 4.00000 612.00| 5.55000 849.15
GEOGRID, TYPE I | | |
0091 715-91361 40.000 LFT | 49.00000 1960.00| 14.00000 560.00| 10.50000 420.00
PIPE, PVC, 6 IN | | |
0092 720-44020 1.000 EACH | 900.00000 900.00| 950.00000 950.00| 1245.00000 1245.00
CASTING, 3, FURNISH AND ADJUST TO GRADE | | |
SECTION TOTALS | $ 516,178.20| $ 537,488.15| $ 560,753.66
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 516,178.20| $ 537,488.15| $ 560,753.66
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -7
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY
| | |
0001 105-06845 LUMP | 11000.00000 11000.00| |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 30000.00000 30000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 24000.00000 24000.00| |
CLEARING RIGHT OF WAY | | |
0009 202-02240 145.000 SYS | 10.00000 1450.00| |
PAVEMENT REMOVAL | | |
0010 202-02279 453.000 LFT | 5.00000 2265.00| |
CURB AND GUTTER, REMOVE | | |
0011 202-52710 341.000 SYS | 5.00000 1705.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0012 203-02000 2937.000 CYS | 24.00000 70488.00| |
EXCAVATION, COMMON | | |
0013 204-02290 2.000 EACH | 850.00000 1700.00| |
SETTLEMENT PLATE | | |
0014 205-03371 25.000 CYS | 10.00000 250.00| |
SEDIMENT, REMOVE | | |
0015 205-04948 LUMP | 3000.00000 3000.00| |
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0016 205-06930 6.500 TON | 100.00000 650.00| |
SPLASHPAD, RIPRAP | | |
0017 205-06931 6.000 TON | 65.00000 390.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06933 15.000 EACH | 95.00000 1425.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0019 205-06934 13.000 TON | 390.00000 5070.00| |
TEMPORARY MULCHING | | |
0020 205-06937 1768.000 LFT | 2.25000 3978.00| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -8
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-09543 100.000 TON | 23.00000 2300.00| |
NO 2 STONE | | |
0022 206-51817 912.000 SFT | 24.00000 21888.00| |
SHEET PILING, STEEL | | |
0024 211-09264 39.000 CYS | 18.00000 702.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0025 211-09266 470.000 CYS | 15.00000 7050.00| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0026 301-07448 884.000 TON | 27.00000 23868.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-01180 284.000 TON | 30.00000 8520.00| |
COMPACTED AGGREGATE, NO. 53 , WALL BASE | | |
0028 303-04489 82.000 TON | 17.00000 1394.00| |
COMPACTED CRUSHED AGGREGATE, 8 | | |
0029 304-07489 60.000 TON | 140.00000 8400.00| |
HMA PATCHING, TYPE A | | |
0030 402-07432 138.000 TON | 95.00000 13110.00| |
HMA SURFACE, TYPE A | | |
0031 402-07435 229.000 TON | 75.00000 17175.00| |
HMA INTERMEDIATE, TYPE A | | |
0032 406-05520 0.450 TON | 630.00000 283.50| |
ASPHALT FOR TACK COAT | | |
0033 601-98352 206.000 LFT | 172.00000 35432.00| |
BICYCLE RAILING | | |
0034 602-98036 79.000 SYS | 3.25000 256.75| |
BARRIER MAT, WEED | | |
0035 604-07894 17.000 SYS | 105.00000 1785.00| |
CURB RAMP, CONCRETE, A | | |
0036 604-91404 367.000 SYS | 32.00000 11744.00| |
SIDEWALK, CONCRETE, 5 IN | | |
0037 604-91404 3.000 SYS | 330.00000 990.00| |
SIDEWALK, CONCRETE, 5 IN , COLORED, | | |
TEXTURED | | |
0038 605-06120 138.000 LFT | 65.00000 8970.00| |
CURB, CONCRETE , COPING, MSE RETAINING | | |
WALL | | |
0039 605-06144 636.000 LFT | 13.25000 8427.00| |
CURB AND GUTTER, A, CONCRETE | | |
0040 607-06175 105.000 LFT | 26.00000 2730.00| |
GUTTER, CONCRETE, TYPE , 2'-0" | | |
0041 607-06175 83.000 LFT | 15.00000 1245.00| |
GUTTER, CONCRETE, TYPE , 2'-6" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -9
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 607-06175 50.000 LFT | 37.25000 1862.50| |
GUTTER, CONCRETE, TYPE , 3'-0" | | |
0043 607-06175 181.000 LFT | 19.00000 3439.00| |
GUTTER, CONCRETE, TYPE INFILL | | |
0044 611-95728 105.000 SYS | 37.50000 3937.50| |
CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | |
8 IN. , 10 IN., REINFORCED | | |
0045 616-02320 1015.000 SYS | 1.25000 1268.75| |
GEOTEXTILES | | |
0046 616-06405 23.000 TON | 49.00000 1127.00| |
RIPRAP, REVETMENT | | |
0047 621-01004 2.000 EACH | 550.00000 1100.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-02770 290.000 SYS | 1.60000 464.00| |
EROSION CONTROL BLANKET | | |
0049 621-06545 0.700 TON | 525.00000 367.50| |
FERTILIZER | | |
0050 621-06554 443.000 LBS | 3.25000 1439.75| |
SEED MIXTURE, U | | |
0051 621-06557 795.000 LBS | 2.00000 1590.00| |
SEED MIXTURE, T | | |
0052 621-06565 4.000 TON | 400.00000 1600.00| |
MULCHING MATERIAL | | |
0053 621-06567 4.100 kGAL | 5.00000 20.50| |
WATER | | |
0054 621-06575 1024.000 SYS | 5.00000 5120.00| |
SODDING, NURSERY | | |
0055 621-07642 40.000 CYS | 40.00000 1600.00| |
SOIL PREPARATION | | |
0056 621-98038 34.000 CYS | 70.00000 2380.00| |
MULCH, HARDWOOD SHREDDED BARK | | |
0057 622-05639 124.000 EACH | 24.25000 3007.00| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | |
0058 622-05650 28.000 EACH | 220.00000 6160.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN | | |
0059 622-05654 56.000 EACH | 10.50000 588.00| |
PLANT, PERENNIAL | | |
0060 625-09376 48.000 CYS | 325.00000 15600.00| |
REVET MATTRESS, PVC COATED | | |
0061 628-09402 12.000 MOS | 1900.00000 22800.00| |
FIELD OFFICE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -10
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 711-05101 2817.000 LFT | 5.25000 14789.25| |
EDGING , TRAIL, CONCRETE, REINFORCED | | |
0063 715-01472 1.000 EACH | 640.00000 640.00| |
PIPE END SECTION, PRECAST CONCRETE, 18 | | |
IN | | |
0064 715-01765 3.000 EACH | 600.00000 1800.00| |
PIPE END SECTION, PRECAST CONCRETE, 12 | | |
IN | | |
0065 715-06696 63.000 LFT | 43.00000 2709.00| |
PIPE, PVC, 10 IN | | |
0066 715-07729 174.000 LFT | 32.00000 5568.00| |
PIPE, RCP, III, DO.3=75, 15 IN | | |
0067 715-07730 346.000 LFT | 35.00000 12110.00| |
PIPE, RCP, III, DO.3=75, 18 IN | | |
0068 715-08071 222.000 LFT | 57.00000 12654.00| |
PIPE, RCP, III, DO.3=75, 12 IN. | | |
0069 720-04682 2.000 EACH | 700.00000 1400.00| |
INLET , 15", PVC DRAIN BASIN | | |
0070 720-45045 2.000 EACH | 1800.00000 3600.00| |
INLET, J10 | | |
0071 720-45410 1.000 EACH | 1800.00000 1800.00| |
MANHOLE, C4 | | |
0072 720-96125 2.000 EACH | 1800.00000 3600.00| |
INLET, E , MODIFIED | | |
0073 720-96422 9.000 EACH | 1500.00000 13500.00| |
INLET, A, MODIFIED | | |
0074 731-93945 1154.000 SFT | 17.00000 19618.00| |
FACE PANELS, CONCRETE , MSE WALL | | |
0075 731-93946 1154.000 SFT | 18.25000 21060.50| |
WALL ERECTION | | |
0076 731-93947 138.000 LFT | 50.00000 6900.00| |
LEVELING PAD, CONCRETE , MSE RETAINING | | |
WALL | | |
0077 731-93947 61.000 LFT | 95.00000 5795.00| |
LEVELING PAD, CONCRETE , SHEET PILE | | |
WALL, BLOCK VENEER | | |
0078 732-08419 50.200 SYS | 120.00000 6024.00| |
MODULAR BLOCK WALL , VENEER WITH SHEET | | |
PILE WALL FASTENERS | | |
0079 732-08420 35.000 SYS | 125.00000 4375.00| |
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 350 -11
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 732-08421 35.000 SYS | 300.00000 10500.00| |
MODULAR BLOCK WALL ERECTION | | |
0081 732-08421 50.200 SYS | 150.00000 7530.00| |
MODULAR BLOCK WALL ERECTION , VENEER | | |
0082 801-06775 LUMP | 2500.00000 2500.00| |
MAINTAINING TRAFFIC | | |
0083 802-03896 3.000 EACH | 1200.00000 3600.00| |
BOLLARD | | |
0084 802-04314 1.000 EACH | 2870.00000 2870.00| |
SIGN , TRAILHEAD STRUCTURE WITH TWO | | |
POSTS | | |
0085 802-04314 17.600 EACH | 89.00000 1566.40| |
SIGN TRAIL, ALUMINUM SHEET, MODIFIED | | |
0086 802-05701 75.000 LFT | 60.00000 4500.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0087 802-09838 12.500 SFT | 35.00000 437.50| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0088 808-04767 1500.000 LFT | 0.58000 870.00| |
LINE , PAINT, SOLID, RED, 4 IN. | | |
0089 207-08266 2583.000 SYS | 8.00000 20664.00| |
SUBGRADE TREATMENT, TYPE III | | |
0090 214-07202 153.000 SYS | 3.50000 535.50| |
GEOGRID, TYPE I | | |
0091 715-91361 40.000 LFT | 31.00000 1240.00| |
PIPE, PVC, 6 IN | | |
0092 720-44020 1.000 EACH | 1000.00000 1000.00| |
CASTING, 3, FURNISH AND ADJUST TO GRADE | | |
SECTION TOTALS | $ 604,873.90| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 604,873.90| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/11
LOCATION : ON I-469 FROM I-69 NORTH JUNCTION TO 4.25 MILES EAST OF PROJECT(S) : 0501203
I-69 OVER WHEELOCK ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 914,059.00 100.0000%
2 35-1139301 E & B PAVING INC $ 1,108,209.50 121.2405%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 380 -2
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( )
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 23000.00000 23000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 425.00000 850.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 1.00000 18.00| 75.00000 1350.00|
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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0011 110-01001 LUMP | 45500.00000 45500.00| 55000.00000 55000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 301-07448 300.000 TON | 1.00000 300.00| 5.00000 1500.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0013 303-07449 1250.000 TON | 17.00000 21250.00| 14.50000 18125.00|
COMPACTED AGGREGATE, NO. 73 | | |
0014 304-07490 300.000 TON | 90.00000 27000.00| 50.00000 15000.00|
HMA PATCHING, TYPE B , FULL DEPTH | | |
0015 304-07783 200.000 TON | 175.00000 35000.00| 50.00000 10000.00|
HMA PATCHING, TYPE D , PARTIAL DEPTH | | |
0016 306-08034 120000.000 SYS | 0.01000 1200.00| 0.01000 1200.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0017 401-06264 LUMP | 10000.00000 10000.00| 21000.00000 21000.00|
PROFILOGRAPH, HMA | | |
0019 401-07337 10000.000 TON | 20.00000 200000.00| 60.00000 600000.00|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 380 -3
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( )
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 406-05520 30.000 TON | 1.00000 30.00| 50.00000 1500.00|
ASPHALT FOR TACK COAT | | |
0021 621-01004 3.000 EACH | 100.00000 300.00| 50.00000 150.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-06559 800.000 SYS | 1.00000 800.00| 1.00000 800.00|
MULCHED SEEDING, R | | |
0023 628-09402 9.000 MOS | 500.00000 4500.00| 1200.00000 10800.00|
FIELD OFFICE, B | | |
0024 715-05053 530.000 LFT | 1.00000 530.00| 3.00000 1590.00|
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0025 718-06528 5.000 EACH | 500.00000 2500.00| 200.00000 1000.00|
OUTLET PROTECTOR, 1 | | |
0026 718-06529 52.000 EACH | 490.00000 25480.00| 1200.00000 62400.00|
OUTLET PROTECTOR, 2 | | |
0027 718-06531 5.000 EACH | 475.00000 2375.00| 200.00000 1000.00|
OUTLET PROTECTOR, 3 | | |
0028 801-01093 8.000 EACH | 350.00000 2800.00| 520.00000 4160.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0029 801-03290 5.000 EACH | 125.00000 625.00| 112.00000 560.00|
CONSTRUCTION SIGN, C | | |
0030 801-06203 3100.000 LFT | 0.01000 31.00| 0.01000 31.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0031 801-06207 3100.000 LFT | 0.01000 31.00| 0.01000 31.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0032 801-06216 20.000 LFT | 1.20000 24.00| 2.50000 50.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0033 801-06218 20.000 LFT | 4.75000 95.00| 10.00000 200.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0034 801-06640 15.000 EACH | 104.00000 1560.00| 350.00000 5250.00|
CONSTRUCTION SIGN, A | | |
0035 801-06710 200.000 DAY | 1.00000 200.00| 7.25000 1450.00|
FLASHING ARROW SIGN | | |
0036 801-06775 LUMP | 452085.00000 452085.00| 176600.00000 176600.00|
MAINTAINING TRAFFIC | | |
0037 801-09133 4.000 EACH | 1125.00000 4500.00| 5000.00000 20000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0038 801-92448 1000.000 DAY | 0.01000 10.00| 1.00000 1000.00|
CONSTRUCTION SIGNS, MOBILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 380 -4
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( )
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 804-06771 350.000 EACH | 20.00000 7000.00| 29.00000 10150.00|
DELINEATOR POST, FLEXIBLE | | |
0040 808-09381 LUMP | 800.00000 800.00| 4200.00000 4200.00|
RETRO-REFLECTIVITY TESTING | | |
0041 808-10033 35000.000 LFT | 0.18000 6300.00| 0.18000 6300.00|
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0042 808-10034 37000.000 LFT | 0.18000 6660.00| 0.18000 6660.00|
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0043 808-10037 3650.000 LFT | 0.60000 2190.00| 1.00000 3650.00|
LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | |
0044 808-10038 700.000 LFT | 6.60000 4620.00| 6.60000 4620.00|
TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | |
CROSSHATCH LINE 24" | | |
0045 808-10051 20.000 LFT | 6.90000 138.00| 6.90000 138.00|
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
0047 808-10066 3.000 EACH | 185.00000 555.00| 185.00000 555.00|
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, WRONG WAY RAMP ARROW | | |
0048 808-10077 2.000 EACH | 180.00000 360.00| 180.00000 360.00|
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0049 808-75061 6800.000 LFT | 2.35000 15980.00| 2.35000 15980.00|
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
5 IN , EXTENDED WARRANTY | | |
0050 808-75996 1050.000 EACH | 1.00000 1050.00| 1.00000 1050.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0051 808-75998 1050.000 EACH | 16.00000 16800.00| 16.75000 17587.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0052 808-06716 700.000 LFT | 0.55000 385.00| 0.55000 385.00|
LINE, REMOVE | | |
0053 808-04767 1200.000 LFT | 1.35000 1620.00| 1.35000 1620.00|
LINE MULTI-COMPONENT, DOTTED, WHITE, 5" | | |
SECTION TOTALS | $ 914,059.00| $ 1,108,209.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 914,059.00| $ 1,108,209.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 390 -1
VENDOR RANKING
CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/11
LOCATION : ON SR 124 FROM SR 3 TO SR 116 PROJECT(S) : 0800179
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,441,254.01 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,489,996.30 103.3819%
3 35-1145884 L I C A CONSTRUCTION $ 1,728,997.87 119.9648%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 390 -2
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3950.00000 3950.00| 10000.00000 10000.00| 6316.50000 6316.50
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 80.00000 160.00| 300.00000 600.00| 50.00000 100.00
RADIO | | |
0003 105-08520 2.000 EACH | 80.00000 160.00| 300.00000 600.00| 80.00000 160.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 80.00000 960.00| 1.00000 12.00| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 12.000 MOS | 80.00000 960.00| 1.00000 12.00| 30.00000 360.00
RADIO ONLY 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0014 110-01001 LUMP | 72000.00000 72000.00| 74000.00000 74000.00| 86000.00000 86000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-02676 1000.000 TON | 5.00000 5000.00| 0.01000 10.00| 3.00000 3000.00
TRANSPORTATION OF SALVAGEABLE MILLED | | |
MATERIAL | | |
0016 202-90277 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
DETECTOR HOUSING, REMOVE | | |
0017 202-93741 28.000 EACH | 300.00000 8400.00| 300.00000 8400.00| 300.00000 8400.00
GUARDRAIL END TREATMENT, REMOVE | | |
0018 207-08267 6243.000 SYS | 3.00000 18729.00| 1.00000 6243.00| 1.00000 6243.00
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 390 -3
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 100.000 TON | 6.00000 600.00| 5.00000 500.00| 5.00000 500.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 303-07449 6223.000 TON | 12.00000 74676.00| 15.00000 93345.00| 18.36000 114254.28
COMPACTED AGGREGATE, NO. 73 | | |
0021 304-07490 200.000 TON | 74.00000 14800.00| 95.00000 19000.00| 68.74000 13748.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0022 304-07490 600.000 TON | 74.00000 44400.00| 105.00000 63000.00| 71.49000 42894.00
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0023 306-08036 141353.000 SYS | 0.10000 14135.30| 0.52000 73503.56| 0.38000 53714.14
MILLING, ASPHALT, 2 IN | | |
0024 306-08432 13589.000 SYS | 0.10000 1358.90| 0.01000 135.89| 1.20000 16306.80
MILLING, APPROACH | | |
0025 306-08563 30112.000 SYS | 0.10000 3011.20| 0.49000 14754.88| 0.34000 10238.08
MILLING ASPHALT, 1 1/4 IN | | |
0026 401-06264 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| 3600.00000 3600.00
PROFILOGRAPH, HMA | | |
0027 401-07327 2519.000 TON | 48.00000 120912.00| 45.00000 113355.00| 54.00000 136026.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0028 401-07345 15207.000 TON | 48.00000 729936.00| 45.00000 684315.00| 52.00000 790764.00
QC/QA-HMA, 2, 70, SURFACE, 12.5 mm | | |
0029 402-07433 343.000 TON | 72.00000 24696.00| 46.25000 15863.75| 60.00000 20580.00
HMA SURFACE, TYPE B | | |
0030 404-05511 20241.000 SYS | 1.30000 26313.30| 1.10000 22265.10| 1.33000 26920.53
SEAL COAT, 2 P | | |
0031 406-05520 50.000 TON | 50.00000 2500.00| 1.00000 50.00| 10.00000 500.00
ASPHALT FOR TACK COAT | | |
0032 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 1800.00000 5400.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0033 601-09238 114.000 EACH | 75.00000 8550.00| 75.00000 8550.00| 75.00000 8550.00
HAND DIG GUARDRAIL POST HOLES | | |
0034 601-62070 206.000 LFT | 16.00000 3296.00| 16.00000 3296.00| 16.00000 3296.00
GUARDRAIL, STEEL BEAM, GALVANIZED , | | |
REPLACE | | |
0035 601-93346 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 200.00000 600.00
GUARDRAIL CONNECTOR, AS | | |
0036 601-94689 25.000 EACH | 2732.52000 68313.00| 2400.00000 60000.00| 2400.00000 60000.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 150.000 LFT | 22.00000 3300.00| 22.00000 3300.00| 22.00000 3300.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 610-07487 3011.000 TON | 35.00000 105385.00| 20.00000 60220.00| 52.00000 156572.00
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 390 -4
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 611-08232 5.000 EACH | 125.00000 625.00| 115.00000 575.00| 650.00000 3250.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0040 615-06520 26.000 EACH | 240.00000 6240.00| 250.00000 6500.00| 550.00000 14300.00
MONUMENT, RE-ESTABLISH | | |
0041 615-06525 4.000 EACH | 300.00000 1200.00| 475.00000 1900.00| 400.00000 1600.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0042 628-09402 6.000 MOS | 1919.84000 11519.04| 1960.00000 11760.00| 1995.54000 11973.24
FIELD OFFICE, B | | |
0043 801-03290 4.000 EACH | 88.00000 352.00| 88.00000 352.00| 112.00000 448.00
CONSTRUCTION SIGN, C | | |
0044 801-06203 7265.000 LFT | 0.20000 1453.00| 0.01000 72.65| 0.10000 726.50
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0045 801-06207 7265.000 LFT | 0.40000 2906.00| 0.01000 72.65| 0.10000 726.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06216 239.000 LFT | 1.00000 239.00| 1.32000 315.48| 1.00000 239.00
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0047 801-06218 239.000 LFT | 1.00000 239.00| 4.75000 1135.25| 2.00000 478.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0048 801-06640 31.000 EACH | 88.00000 2728.00| 88.00000 2728.00| 89.00000 2759.00
CONSTRUCTION SIGN, A | | |
0049 801-06775 LUMP | 8300.00000 8300.00| 74500.00000 74500.00| 71561.65000 71561.65
MAINTAINING TRAFFIC | | |
0050 801-92448 1080.000 DAY | 1.00000 1080.00| 0.01000 10.80| 1.00000 1080.00
CONSTRUCTION SIGNS, MOBILE | | |
0051 805-02441 324.000 LFT | 0.55000 178.20| 0.55000 178.20| 0.55000 178.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | |
0052 805-06616 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00
PIEZO, CLASS II | | |
0053 805-78510 272.000 LFT | 0.85000 231.20| 0.85000 231.20| 0.85000 231.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0054 805-78785 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00
SIGNAL DETECTOR HOUSING | | |
0055 805-78795 94.000 LFT | 10.00000 940.00| 10.00000 940.00| 10.00000 940.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0056 808-06712 13810.000 LFT | 0.09000 1242.90| 0.09000 1242.90| 0.10000 1381.00
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0057 808-06713 119375.000 LFT | 0.09000 10743.75| 0.09000 10743.75| 0.10000 11937.50
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0058 808-06714 13438.000 LFT | 0.09000 1209.42| 0.09000 1209.42| 0.10000 1343.80
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 390 -5
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 808-09381 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1440.00000 1440.00
RETRO-REFLECTIVITY TESTING | | |
0060 808-75297 239.000 LFT | 6.00000 1434.00| 6.00000 1434.00| 9.25000 2210.75
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0061 808-75996 903.000 EACH | 1.00000 903.00| 1.00000 903.00| 3.00000 2709.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0062 808-75998 903.000 EACH | 13.00000 11739.00| 16.00000 14448.00| 13.00000 11739.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0063 306-08043 418.000 SYS | 0.10000 41.80| 0.49000 204.82| 1.90000 794.20
MILLING, TRANSITION | | |
SECTION TOTALS | $ 1,441,254.01| $ 1,489,996.30| $ 1,728,997.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,441,254.01| $ 1,489,996.30| $ 1,728,997.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/30/11
LOCATION : ON SR 334 FROM 1.13 MILES EAST OF I-65 TO US 421 PROJECT(S) : 0710364
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 922,500.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 972,400.00 105.4092%
3 35-1917625 MILESTONE CONTRACTORS LP $ 976,809.07 105.8872%
4 35-1139301 E & B PAVING INC $ 997,888.65 108.1722%
5 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 1,073,604.59 116.3799%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 1100.00000 1100.00| 1100.00000 1100.00| 2500.00000 2500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 100.00000 1800.00| 100.00000 1800.00| 70.00000 1260.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 26426.01000 26426.01| 45000.00000 45000.00| 37800.00000 37800.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02279 88.000 LFT | 14.00000 1232.00| 7.20000 633.60| 12.00000 1056.00
CURB AND GUTTER, REMOVE | | |
0013 202-52710 67.000 SYS | 19.00000 1273.00| 9.50000 636.50| 26.00000 1742.00
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-93741 12.000 EACH | 200.00000 2400.00| 200.00000 2400.00| 200.00000 2400.00
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-02070 120.000 CYS | 45.00000 5400.00| 35.00000 4200.00| 15.00000 1800.00
BORROW | | |
0016 203-08607 1200.000 LFT | 3.50000 4200.00| 1.75000 2100.00| 13.00000 15600.00
LINEAR GRADING | | |
0017 303-01180 600.000 TON | 24.00000 14400.00| 23.50000 14100.00| 20.00000 12000.00
COMPACTED AGGREGATE, NO. 53 | | |
0018 303-07449 559.000 TON | 35.00000 19565.00| 25.00000 13975.00| 18.00000 10062.00
COMPACTED AGGREGATE, NO. 73 | | |
0019 304-07490 688.000 TON | 107.00000 73616.00| 65.00000 44720.00| 95.00000 65360.00
HMA PATCHING, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 305-60400 640.000 TON | 33.00000 21120.00| 37.00000 23680.00| 20.00000 12800.00
COMPACTED AGGREGATE FOR PATCHING | | |
0021 306-08033 53449.000 SYS | 0.41000 21914.09| 0.57000 30465.93| 0.70000 37414.30
MILLING, ASPHALT, 1 IN | | |
0022 306-08034 9953.000 SYS | 0.64000 6369.92| 0.88000 8758.64| 1.20000 11943.60
MILLING, ASPHALT, 1 1/2 IN | | |
0023 306-08043 1131.000 SYS | 0.82000 927.42| 0.57000 644.67| 0.82000 927.42
MILLING, TRANSITION | | |
0024 306-08432 6626.000 SYS | 1.56000 10336.56| 1.00000 6626.00| 2.00000 13252.00
MILLING, APPROACH | | |
0025 401-06264 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
0026 401-07321 5472.000 TON | 52.50000 287280.00| 53.00000 290016.00| 51.00000 279072.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0027 401-07390 4557.000 TON | 42.00000 191394.00| 50.00000 227850.00| 46.00000 209622.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0028 406-05520 25.800 TON | 500.00000 12900.00| 100.00000 2580.00| 300.00000 7740.00
ASPHALT FOR TACK COAT | | |
0029 601-92948 2786.000 LFT | 3.00000 8358.00| 3.00000 8358.00| 3.00000 8358.00
GUARDRAIL, ADJUST HEIGHT | | |
0030 601-94689 12.000 EACH | 2595.00000 31140.00| 2595.00000 31140.00| 2595.00000 31140.00
GUARDRAIL END TREATMENT, OS | | |
0031 604-07897 29.000 SYS | 120.00000 3480.00| 137.00000 3973.00| 118.00000 3422.00
CURB RAMP, CONCRETE, C | | |
0032 604-07901 8.000 SYS | 120.00000 960.00| 158.00000 1264.00| 128.00000 1024.00
CURB RAMP, CONCRETE, G | | |
0033 604-07902 30.000 SYS | 120.00000 3600.00| 227.00000 6810.00| 162.00000 4860.00
CURB RAMP, CONCRETE, H | | |
0034 605-06120 7.500 LFT | 46.00000 345.00| 34.00000 255.00| 44.00000 330.00
CURB, CONCRETE | | |
0035 605-06140 88.000 LFT | 46.00000 4048.00| 30.50000 2684.00| 37.00000 3256.00
CURB AND GUTTER, CONCRETE | | |
0036 610-07487 810.900 TON | 83.00000 67304.70| 91.00000 73791.90| 115.00000 93253.50
HMA FOR APPROACHES, TYPE B | | |
0037 615-06525 1.000 EACH | 1200.00000 1200.00| 500.00000 500.00| 1200.00000 1200.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0038 621-06575 34.000 SYS | 11.00000 374.00| 57.55000 1956.70| 58.00000 1972.00
SODDING, NURSERY | | |
0039 628-09401 6.000 MOS | 2135.00000 12810.00| 1500.00000 9000.00| 2000.00000 12000.00
FIELD OFFICE, A | | |
0040 628-09407 6.000 MOS | 215.00000 1290.00| 420.00000 2520.00| 300.00000 1800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 720-44000 1.000 EACH | 1000.00000 1000.00| 450.00000 450.00| 700.00000 700.00
CASTING, ADJUST TO GRADE | | |
0042 801-03290 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 180.00000 720.00
CONSTRUCTION SIGN, C | | |
0043 801-06203 2712.000 LFT | 0.25000 678.00| 0.90000 2440.80| 0.35000 949.20
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06207 1685.000 LFT | 1.15000 1937.75| 1.00000 1685.00| 2.00000 3370.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0045 801-06640 38.000 EACH | 100.00000 3800.00| 100.00000 3800.00| 100.00000 3800.00
CONSTRUCTION SIGN, A | | |
0046 801-06775 LUMP | 25500.00000 25500.00| 51977.91000 51977.91| 27800.00000 27800.00
MAINTAINING TRAFFIC | | |
0047 805-02328 2660.000 LFT | 0.95000 2527.00| 0.95000 2527.00| 0.30000 798.00
SIGNAL CABLE, 1C 14GA | | |
0048 805-78795 950.000 LFT | 6.00000 5700.00| 6.00000 5700.00| 10.00000 9500.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0049 805-92951 2.000 EACH | 85.00000 170.00| 85.00000 170.00| 85.00000 170.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0050 808-03631 796.000 LFT | 1.00000 796.00| 1.00000 796.00| 1.00000 796.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0051 808-03632 796.000 LFT | 1.00000 796.00| 1.00000 796.00| 1.00000 796.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0052 808-06703 37335.000 LFT | 0.33000 12320.55| 0.33000 12320.55| 0.33000 12320.55
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0053 808-06716 1592.000 LFT | 0.75000 1194.00| 0.75000 1194.00| 0.75000 1194.00
LINE, REMOVE | | |
0054 808-75240 1330.000 LFT | 0.33000 438.90| 0.33000 438.90| 0.33000 438.90
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0055 808-75245 23570.000 LFT | 0.33000 7778.10| 0.33000 7778.10| 0.33000 7778.10
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0056 808-75297 160.000 LFT | 5.00000 800.00| 5.00000 800.00| 5.00000 800.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0057 808-75320 37.000 EACH | 71.00000 2627.00| 71.00000 2627.00| 71.00000 2627.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0058 808-75325 18.000 EACH | 77.00000 1386.00| 77.00000 1386.00| 77.00000 1386.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -5
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 808-75996 659.000 EACH | 5.00000 3295.00| 0.20000 131.80| 3.50000 2306.50
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 659.000 EACH | 13.00000 8567.00| 13.00000 8567.00| 13.00000 8567.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0061 808-92027 718.000 LFT | 1.00000 718.00| 1.00000 718.00| 1.00000 718.00
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 922,500.00| $ 972,400.00| $ 976,809.07
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 922,500.00| $ 972,400.00| $ 976,809.07
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -6
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-4351261 |( )
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 750.00000 750.00| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 3.00000 9.00| 79.30000 237.90|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 33.00000 594.00| 90.00000 1620.00|
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 48000.00000 48000.00| 20400.00000 20400.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02279 88.000 LFT | 8.40000 739.20| 8.50000 748.00|
CURB AND GUTTER, REMOVE | | |
0013 202-52710 67.000 SYS | 9.50000 636.50| 11.00000 737.00|
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-93741 12.000 EACH | 200.00000 2400.00| 210.00000 2520.00|
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-02070 120.000 CYS | 17.75000 2130.00| 20.00000 2400.00|
BORROW | | |
0016 203-08607 1200.000 LFT | 7.25000 8700.00| 9.75000 11700.00|
LINEAR GRADING | | |
0017 303-01180 600.000 TON | 34.25000 20550.00| 30.00000 18000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0018 303-07449 559.000 TON | 39.75000 22220.25| 35.00000 19565.00|
COMPACTED AGGREGATE, NO. 73 | | |
0019 304-07490 688.000 TON | 130.00000 89440.00| 125.00000 86000.00|
HMA PATCHING, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -7
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-4351261 |( )
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 305-60400 640.000 TON | 13.50000 8640.00| 30.00000 19200.00|
COMPACTED AGGREGATE FOR PATCHING | | |
0021 306-08033 53449.000 SYS | 1.00000 53449.00| 0.45000 24052.05|
MILLING, ASPHALT, 1 IN | | |
0022 306-08034 9953.000 SYS | 1.20000 11943.60| 0.80000 7962.40|
MILLING, ASPHALT, 1 1/2 IN | | |
0023 306-08043 1131.000 SYS | 1.00000 1131.00| 0.90000 1017.90|
MILLING, TRANSITION | | |
0024 306-08432 6626.000 SYS | 0.50000 3313.00| 1.75000 11595.50|
MILLING, APPROACH | | |
0025 401-06264 LUMP | 4300.00000 4300.00| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0026 401-07321 5472.000 TON | 58.50000 320112.00| 61.00000 333792.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0027 401-07390 4557.000 TON | 48.00000 218736.00| 53.00000 241521.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0028 406-05520 25.800 TON | 300.00000 7740.00| 400.00000 10320.00|
ASPHALT FOR TACK COAT | | |
0029 601-92948 2786.000 LFT | 3.00000 8358.00| 3.00000 8358.00|
GUARDRAIL, ADJUST HEIGHT | | |
0030 601-94689 12.000 EACH | 2595.00000 31140.00| 2595.00000 31140.00|
GUARDRAIL END TREATMENT, OS | | |
0031 604-07897 29.000 SYS | 98.50000 2856.50| 98.00000 2842.00|
CURB RAMP, CONCRETE, C | | |
0032 604-07901 8.000 SYS | 145.00000 1160.00| 162.00000 1296.00|
CURB RAMP, CONCRETE, G | | |
0033 604-07902 30.000 SYS | 115.00000 3450.00| 130.00000 3900.00|
CURB RAMP, CONCRETE, H | | |
0034 605-06120 7.500 LFT | 67.00000 502.50| 105.00000 787.50|
CURB, CONCRETE | | |
0035 605-06140 88.000 LFT | 32.50000 2860.00| 50.00000 4400.00|
CURB AND GUTTER, CONCRETE | | |
0036 610-07487 810.900 TON | 58.50000 47437.65| 110.00000 89199.00|
HMA FOR APPROACHES, TYPE B | | |
0037 615-06525 1.000 EACH | 785.00000 785.00| 1200.00000 1200.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0038 621-06575 34.000 SYS | 40.00000 1360.00| 60.85000 2068.90|
SODDING, NURSERY | | |
0039 628-09401 6.000 MOS | 2000.00000 12000.00| 1990.00000 11940.00|
FIELD OFFICE, A | | |
0040 628-09407 6.000 MOS | 212.00000 1272.00| 425.00000 2550.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -8
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-4351261 |( )
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 720-44000 1.000 EACH | 600.00000 600.00| 580.00000 580.00|
CASTING, ADJUST TO GRADE | | |
0042 801-03290 4.000 EACH | 150.00000 600.00| 158.00000 632.00|
CONSTRUCTION SIGN, C | | |
0043 801-06203 2712.000 LFT | 1.30000 3525.60| 0.40000 1084.80|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06207 1685.000 LFT | 1.30000 2190.50| 1.83000 3083.55|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0045 801-06640 38.000 EACH | 100.00000 3800.00| 105.00000 3990.00|
CONSTRUCTION SIGN, A | | |
0046 801-06775 LUMP | 2500.00000 2500.00| 35000.00000 35000.00|
MAINTAINING TRAFFIC | | |
0047 805-02328 2660.000 LFT | 0.95000 2527.00| 1.00000 2660.00|
SIGNAL CABLE, 1C 14GA | | |
0048 805-78795 950.000 LFT | 6.00000 5700.00| 6.34000 6023.00|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0049 805-92951 2.000 EACH | 85.00000 170.00| 90.00000 180.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0050 808-03631 796.000 LFT | 1.00000 796.00| 1.06000 843.76|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0051 808-03632 796.000 LFT | 1.00000 796.00| 1.06000 843.76|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0052 808-06703 37335.000 LFT | 0.33000 12320.55| 0.35000 13067.25|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0053 808-06716 1592.000 LFT | 0.75000 1194.00| 0.80000 1273.60|
LINE, REMOVE | | |
0054 808-75240 1330.000 LFT | 0.33000 438.90| 0.35000 465.50|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0055 808-75245 23570.000 LFT | 0.33000 7778.10| 0.35000 8249.50|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0056 808-75297 160.000 LFT | 5.00000 800.00| 5.30000 848.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0057 808-75320 37.000 EACH | 71.00000 2627.00| 75.00000 2775.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0058 808-75325 18.000 EACH | 77.00000 1386.00| 81.50000 1467.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 400 -9
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 31-4351261 |( )
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 808-75996 659.000 EACH | 0.20000 131.80| 0.21000 138.39|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0060 808-75998 659.000 EACH | 13.00000 8567.00| 13.75000 9061.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0061 808-92027 718.000 LFT | 1.00000 718.00| 1.06000 761.08|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 997,888.65| $ 1,073,604.59| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 997,888.65| $ 1,073,604.59| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/31/11
LOCATION : ON SR 205 FROM 0.14 MILE NORTH OF US 33 TO 0.10 MILE SOUTH PROJECT(S) : 0800744
OF SR 3
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,048,735.10 100.0000%
2 35-1185040 NIBLOCK EXCAVATING INC $ 2,149,721.15 104.9292%
3 35-1139301 E & B PAVING INC $ 2,210,944.61 107.9175%
4 62-1492793 API CONSTRUCTION CORP $ 2,210,969.62 107.9188%
5 35-0997978 PHEND & BROWN INC $ 2,242,034.52 109.4351%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -2
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2200.00000 2200.00| 1300.00000 1300.00| 1300.00000 1300.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 80.00000 240.00| 110.00000 330.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 36.00000 432.00| 70.00000 840.00| 50.00000 600.00
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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 15000.00000 15000.00| 105000.00000 105000.00| 110000.00000 110000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-90277 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00
DETECTOR HOUSING, REMOVE | | |
0014 202-93741 4.000 EACH | 787.16000 3148.64| 300.00000 1200.00| 300.00000 1200.00
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-08607 60.000 LFT | 14.90000 894.00| 75.00000 4500.00| 20.00000 1200.00
LINEAR GRADING | | |
0016 205-06933 2.000 EACH | 245.00000 490.00| 245.00000 490.00| 25.00000 50.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 207-08267 1076.000 SYS | 0.01000 10.76| 2.50000 2690.00| 3.00000 3228.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 211-09265 38.000 CYS | 33.31000 1265.78| 30.00000 1140.00| 40.00000 1520.00
STRUCTURAL BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -3
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 1492.000 TON | 5.00000 7460.00| 0.01000 14.92| 5.00000 7460.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 303-07449 4678.000 TON | 5.00000 23390.00| 17.65000 82566.70| 21.00000 98238.00
COMPACTED AGGREGATE, NO. 73 | | |
0021 304-07490 9845.000 TON | 50.01000 492348.45| 50.00000 492250.00| 40.00000 393800.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0022 306-08043 990.000 SYS | 0.01000 9.90| 0.75000 742.50| 0.10000 99.00
MILLING, TRANSITION | | |
0023 306-08432 12473.000 SYS | 0.01000 124.73| 0.20000 2494.60| 0.10000 1247.30
MILLING, APPROACH | | |
0024 306-08563 115398.000 SYS | 0.38000 43851.24| 0.40000 46159.20| 0.10000 11539.80
MILLING ASPHALT, 1 1/4 IN | | |
0025 401-06264 LUMP | 4500.00000 4500.00| 8500.00000 8500.00| 6000.00000 6000.00
PROFILOGRAPH, HMA | | |
0026 401-07327 9478.000 TON | 50.52000 478828.56| 55.00000 521290.00| 62.00000 587636.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0027 401-07390 15796.000 TON | 49.98000 789484.08| 44.00000 695024.00| 48.00000 758208.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0028 402-07433 125.000 TON | 22.71000 2838.75| 55.00000 6875.00| 50.00000 6250.00
HMA SURFACE, TYPE B | | |
0029 402-07438 208.000 TON | 21.18000 4405.44| 44.00000 9152.00| 50.00000 10400.00
HMA INTERMEDIATE, TYPE B | | |
0030 406-05520 72.300 TON | 10.00000 723.00| 1.00000 72.30| 50.00000 3615.00
ASPHALT FOR TACK COAT | | |
0031 601-01846 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0032 601-02241 25.000 LFT | 6.00000 150.00| 6.00000 150.00| 6.00000 150.00
GUARDRAIL, REMOVE | | |
0033 601-09238 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00| 75.00000 1800.00
HAND DIG GUARDRAIL POST HOLES | | |
0034 601-92948 688.000 LFT | 5.00000 3440.00| 5.00000 3440.00| 5.00000 3440.00
GUARDRAIL, ADJUST HEIGHT | | |
0035 601-94689 4.000 EACH | 2700.00000 10800.00| 2700.00000 10800.00| 2700.00000 10800.00
GUARDRAIL END TREATMENT, OS | | |
0036 604-07897 2.700 SYS | 961.57000 2596.24| 1100.00000 2970.00| 500.00000 1350.00
CURB RAMP, CONCRETE, C | | |
0037 610-07487 2350.000 TON | 24.75000 58162.50| 1.00000 2350.00| 35.00000 82250.00
HMA FOR APPROACHES, TYPE B | | |
0038 611-08232 5.000 EACH | 198.44000 992.20| 200.00000 1000.00| 250.00000 1250.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0039 615-06520 1.000 EACH | 488.82000 488.82| 1200.00000 1200.00| 1200.00000 1200.00
MONUMENT, RE-ESTABLISH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -4
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 616-02320 6.000 SYS | 2.50000 15.00| 140.00000 840.00| 5.00000 30.00
GEOTEXTILES | | |
0041 616-06451 6.000 TON | 64.84000 389.04| 160.00000 960.00| 200.00000 1200.00
RIPRAP, UNIFORM | | |
0042 621-06559 100.000 SYS | 10.98000 1098.00| 12.12000 1212.00| 10.00000 1000.00
MULCHED SEEDING, R | | |
0043 628-09402 4.000 MOS | 1909.50000 7638.00| 1500.00000 6000.00| 2900.00000 11600.00
FIELD OFFICE, B | | |
0044 715-05119 58.000 LFT | 115.40000 6693.20| 75.00000 4350.00| 77.00000 4466.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0045 715-08305 6.000 TON | 258.53000 1551.18| 200.00000 1200.00| 80.00000 480.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0046 715-46005 2.000 EACH | 414.82000 829.64| 375.00000 750.00| 560.00000 1120.00
PIPE END SECTION, 15 IN | | |
0047 720-44000 3.000 EACH | 495.95000 1487.85| 285.00000 855.00| 400.00000 1200.00
CASTING, ADJUST TO GRADE | | |
0048 720-44015 1.000 EACH | 1306.48000 1306.48| 900.00000 900.00| 820.00000 820.00
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0049 801-03290 3.000 EACH | 92.00000 276.00| 92.00000 276.00| 92.00000 276.00
CONSTRUCTION SIGN, C | | |
0050 801-06203 4330.000 LFT | 0.18000 779.40| 0.40000 1732.00| 0.42000 1818.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0051 801-06207 4330.000 LFT | 0.84000 3637.20| 1.34000 5802.20| 0.88000 3810.40
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0052 801-06216 52.000 LFT | 1.10000 57.20| 5.52000 287.04| 0.65000 33.80
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0053 801-06218 52.000 LFT | 5.04000 262.08| 11.00000 572.00| 4.82000 250.64
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0054 801-06640 44.000 EACH | 92.00000 4048.00| 92.00000 4048.00| 92.00000 4048.00
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 9497.11000 9497.11| 60000.00000 60000.00| 16300.00000 16300.00
MAINTAINING TRAFFIC | | |
0056 801-92448 720.000 DAY | 0.01000 7.20| 1.48000 1065.60| 1.00000 720.00
CONSTRUCTION SIGNS, MOBILE | | |
0057 802-91122 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 75.00000 75.00
SIGN, GROUND MOUNTED, RESET | | |
0058 804-06771 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 25.00000 250.00
DELINEATOR POST, FLEXIBLE | | |
0059 805-02441 81.000 LFT | 0.55000 44.55| 0.55000 44.55| 0.55000 44.55
SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -5
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 805-78510 300.000 LFT | 0.95000 285.00| 0.95000 285.00| 0.95000 285.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0061 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00
SIGNAL DETECTOR HOUSING | | |
0062 805-78795 24.000 LFT | 15.00000 360.00| 15.00000 360.00| 15.00000 360.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0063 808-09381 LUMP | 1500.00000 1500.00| 850.00000 850.00| 1500.00000 1500.00
RETRO-REFLECTIVITY TESTING | | |
0064 808-75205 84320.000 LFT | 0.32000 26982.40| 0.30000 25296.00| 0.32000 26982.40
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0065 808-75240 8430.000 LFT | 0.32000 2697.60| 0.30000 2529.00| 0.32000 2697.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0066 808-75245 25959.000 LFT | 0.32000 8306.88| 0.30000 7787.70| 0.32000 8306.88
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0067 808-75297 52.000 LFT | 10.00000 520.00| 8.35000 434.20| 10.00000 520.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0068 808-75998 756.000 EACH | 18.00000 13608.00| 13.44000 10160.64| 13.44000 10160.64
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,048,735.10| $ 2,149,721.15| $ 2,210,944.61
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,048,735.10| $ 2,149,721.15| $ 2,210,944.61
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -6
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 4 ) 62-1492793 |( 5 ) 35-0997978 |( )
|API CONSTRUCTION CORP |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 12610.00000 12610.00| 1200.00000 1200.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 455.00000 1365.00| 300.00000 900.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 115.00000 1380.00| 50.00000 600.00|
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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 110550.00000 110550.00| 110000.00000 110000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-90277 1.000 EACH | 250.00000 250.00| 250.00000 250.00|
DETECTOR HOUSING, REMOVE | | |
0014 202-93741 4.000 EACH | 300.00000 1200.00| 500.00000 2000.00|
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-08607 60.000 LFT | 15.00000 900.00| 20.00000 1200.00|
LINEAR GRADING | | |
0016 205-06933 2.000 EACH | 50.00000 100.00| 245.00000 490.00|
TEMPORARY DITCH INLET PROTECTION | | |
0017 207-08267 1076.000 SYS | 3.00000 3228.00| 1.00000 1076.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 211-09265 38.000 CYS | 35.00000 1330.00| 15.00000 570.00|
STRUCTURAL BACKFILL, TYPE 2 | | |
0019 301-07448 1492.000 TON | 15.00000 22380.00| 1.00000 1492.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -7
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 4 ) 62-1492793 |( 5 ) 35-0997978 |( )
|API CONSTRUCTION CORP |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 303-07449 4678.000 TON | 17.00000 79526.00| 15.00000 70170.00|
COMPACTED AGGREGATE, NO. 73 | | |
0021 304-07490 9845.000 TON | 50.50000 497172.50| 62.00000 610390.00|
HMA PATCHING, TYPE B , FULL DEPTH | | |
0022 306-08043 990.000 SYS | 0.75000 742.50| 0.10000 99.00|
MILLING, TRANSITION | | |
0023 306-08432 12473.000 SYS | 0.75000 9354.75| 0.01000 124.73|
MILLING, APPROACH | | |
0024 306-08563 115398.000 SYS | 0.75000 86548.50| 0.10000 11539.80|
MILLING ASPHALT, 1 1/4 IN | | |
0025 401-06264 LUMP | 4175.00000 4175.00| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0026 401-07327 9478.000 TON | 50.00000 473900.00| 50.00000 473900.00|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0027 401-07390 15796.000 TON | 40.00000 631840.00| 46.50000 734514.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0028 402-07433 125.000 TON | 55.00000 6875.00| 50.00000 6250.00|
HMA SURFACE, TYPE B | | |
0029 402-07438 208.000 TON | 45.00000 9360.00| 46.50000 9672.00|
HMA INTERMEDIATE, TYPE B | | |
0030 406-05520 72.300 TON | 1.00000 72.30| 1.00000 72.30|
ASPHALT FOR TACK COAT | | |
0031 601-01846 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0032 601-02241 25.000 LFT | 6.00000 150.00| 6.00000 150.00|
GUARDRAIL, REMOVE | | |
0033 601-09238 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00|
HAND DIG GUARDRAIL POST HOLES | | |
0034 601-92948 688.000 LFT | 5.00000 3440.00| 5.00000 3440.00|
GUARDRAIL, ADJUST HEIGHT | | |
0035 601-94689 4.000 EACH | 2700.00000 10800.00| 3700.00000 14800.00|
GUARDRAIL END TREATMENT, OS | | |
0036 604-07897 2.700 SYS | 1500.00000 4050.00| 1000.00000 2700.00|
CURB RAMP, CONCRETE, C | | |
0037 610-07487 2350.000 TON | 35.00000 82250.00| 30.00000 70500.00|
HMA FOR APPROACHES, TYPE B | | |
0038 611-08232 5.000 EACH | 200.00000 1000.00| 200.00000 1000.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0039 615-06520 1.000 EACH | 1200.00000 1200.00| 1000.00000 1000.00|
MONUMENT, RE-ESTABLISH | | |
0040 616-02320 6.000 SYS | 50.00000 300.00| 150.00000 900.00|
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -8
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 4 ) 62-1492793 |( 5 ) 35-0997978 |( )
|API CONSTRUCTION CORP |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-06451 6.000 TON | 65.00000 390.00| 100.00000 600.00|
RIPRAP, UNIFORM | | |
0042 621-06559 100.000 SYS | 4.00000 400.00| 10.98000 1098.00|
MULCHED SEEDING, R | | |
0043 628-09402 4.000 MOS | 2500.00000 10000.00| 2500.00000 10000.00|
FIELD OFFICE, B | | |
0044 715-05119 58.000 LFT | 50.00000 2900.00| 150.00000 8700.00|
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0045 715-08305 6.000 TON | 400.00000 2400.00| 100.00000 600.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0046 715-46005 2.000 EACH | 460.00000 920.00| 450.00000 900.00|
PIPE END SECTION, 15 IN | | |
0047 720-44000 3.000 EACH | 270.00000 810.00| 400.00000 1200.00|
CASTING, ADJUST TO GRADE | | |
0048 720-44015 1.000 EACH | 880.00000 880.00| 1400.00000 1400.00|
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0049 801-03290 3.000 EACH | 92.00000 276.00| 115.00000 345.00|
CONSTRUCTION SIGN, C | | |
0050 801-06203 4330.000 LFT | 0.40000 1732.00| 0.28000 1212.40|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0051 801-06207 4330.000 LFT | 1.00000 4330.00| 1.40000 6062.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0052 801-06216 52.000 LFT | 3.75000 195.00| 10.00000 520.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0053 801-06218 52.000 LFT | 5.75000 299.00| 7.00000 364.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0054 801-06640 44.000 EACH | 92.00000 4048.00| 84.00000 3696.00|
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 64460.00000 64460.00| 15000.00000 15000.00|
MAINTAINING TRAFFIC | | |
0056 801-92448 720.000 DAY | 2.00000 1440.00| 0.01000 7.20|
CONSTRUCTION SIGNS, MOBILE | | |
0057 802-91122 1.000 EACH | 75.00000 75.00| 75.00000 75.00|
SIGN, GROUND MOUNTED, RESET | | |
0058 804-06771 10.000 EACH | 50.00000 500.00| 50.00000 500.00|
DELINEATOR POST, FLEXIBLE | | |
0059 805-02441 81.000 LFT | 0.55000 44.55| 0.55000 44.55|
SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | |
0060 805-78510 300.000 LFT | 0.95000 285.00| 0.95000 285.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 410 -9
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS
====================================================================================================================================
|( 4 ) 62-1492793 |( 5 ) 35-0997978 |( )
|API CONSTRUCTION CORP |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SIGNAL DETECTOR HOUSING | | |
0062 805-78795 24.000 LFT | 15.00000 360.00| 15.00000 360.00|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0063 808-09381 LUMP | 1500.00000 1500.00| 850.00000 850.00|
RETRO-REFLECTIVITY TESTING | | |
0064 808-75205 84320.000 LFT | 0.32000 26982.40| 0.30000 25296.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0065 808-75240 8430.000 LFT | 0.32000 2697.60| 0.30000 2529.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0066 808-75245 25959.000 LFT | 0.32000 8306.88| 0.30000 7787.70|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0067 808-75297 52.000 LFT | 10.00000 520.00| 8.35000 434.20|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0068 808-75998 756.000 EACH | 13.44000 10160.64| 13.44000 10160.64|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,210,969.62| $ 2,242,034.52| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,210,969.62| $ 2,242,034.52| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/15/11
LOCATION : ON SR 39 FROM 0.25 MILE NORTH OF CR 250N TO SUGAR CREEK PROJECT(S) : 0901361
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 26-2688853 STRAWSER CONSTRUCTION INC $ 534,237.98 100.0000%
2 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 570,608.70 106.8080%
3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 611,493.16 114.4608%
43-1878237 MICRO SURFACING INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 420 -2
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746
|STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING &
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT, MICROSURFACE
| | |
0001 105-06845 LUMP | 1200.00000 1200.00| 1250.00000 1250.00| 865.00000 865.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 175.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 50.00000 600.00| 85.00000 1020.00| 87.00000 1044.00
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 | 37040.00000 37040.00| 37400.00000 37400.00| 28600.00000 28600.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-01180 111.000 TON | 52.00000 5772.00| 26.50000 2941.50| 45.00000 4995.00
COMPACTED AGGREGATE, NO. 53 | | |
0011 304-07491 200.000 TON | 244.00000 48800.00| 247.00000 49400.00| 225.00000 45000.00
HMA PATCHING, TYPE C | | |
0012 306-08043 186.600 SYS | 28.00000 5224.80| 13.50000 2519.10| 30.00000 5598.00
MILLING, TRANSITION | | |
0013 408-07478 6.690 TON | 4950.00000 33115.50| 5000.00000 33450.00| 4160.00000 27830.40
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
ROUT AND SEAL | | |
0014 411-09521 93766.000 SYS | 3.37000 315991.42| 3.53000 330993.98| 4.10000 384440.60
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0015 628-09401 6.000 MOS | 1200.00000 7200.00| 1460.00000 8760.00| 1870.00000 11220.00
FIELD OFFICE, A | | |
0016 720-44010 1.000 EACH | 1200.00000 1200.00| 1150.00000 1150.00| 1240.00000 1240.00
CASTING, 1, FURNISH AND ADJUST TO GRADE | | |
0017 801-03290 4.000 EACH | 135.00000 540.00| 195.00000 780.00| 140.00000 560.00
CONSTRUCTION SIGN, C | | |
0018 801-06207 2946.000 LFT | 1.72000 5067.12| 1.00000 2946.00| 1.37000 4036.02
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 420 -3
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746
|STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING &
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 29.000 EACH | 105.00000 3045.00| 100.00000 2900.00| 110.00000 3190.00
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 30376.00000 30376.00| 33300.00000 33300.00| 46000.00000 46000.00
MAINTAINING TRAFFIC | | |
0021 808-06703 60278.000 LFT | 0.38000 22905.64| 0.41000 24713.98| 0.38000 22905.64
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0022 808-06716 75234.000 LFT | 0.05000 3761.70| 0.33000 24827.22| 0.09000 6771.06
LINE, REMOVE | | |
0023 808-75240 7414.000 LFT | 0.38000 2817.32| 0.41000 3039.74| 0.38000 2817.32
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0024 808-75245 2178.000 LFT | 0.76000 1655.28| 0.41000 892.98| 0.76000 1655.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0025 808-75996 398.000 EACH | 6.00000 2388.00| 6.50000 2587.00| 15.59000 6204.82
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0026 808-75998 398.000 EACH | 13.40000 5333.20| 13.90000 5532.20| 15.49000 6165.02
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 534,237.98| $ 570,608.70| $ 611,493.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 534,237.98| $ 570,608.70| $ 611,493.16
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM
DESCRIPTION : SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE COMPLETION DATE : 06/15/11
LOCATION : ON US 231FROM 3.02 MILES N OF N JCT SR 67 TO PROJECT(S) : 0901363
0.33 MILE S OF SR 42
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 875,845.00 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 895,354.55 102.2275%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 430 -2
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE
| | |
0001 105-06845 LUMP | 892.50000 892.50| 1900.00000 1900.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 200.00000 400.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 75.00000 1800.00| 150.00000 3600.00|
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 109-08443 1.000 DOL | 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|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 57906.00000 57906.00| 45000.00000 45000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 304-07490 500.000 TON | 120.47000 60235.00| 100.00000 50000.00|
HMA PATCHING, TYPE B , UNDISTRIBUTED | | |
0011 305-60400 100.000 TON | 10.00000 1000.00| 50.00000 5000.00|
COMPACTED AGGREGATE FOR PATCHING , | | |
UNDISTRIBUTED | | |
0012 306-08043 120.000 SYS | 17.33000 2079.60| 10.00000 1200.00|
MILLING, TRANSITION | | |
0013 402-09325 133727.000 SYS | 4.22000 564327.94| 4.45000 595085.15|
ULTRATHIN BONDED WEARING COURSE , 9.5mm | | |
0014 408-07478 19.000 TON | 3594.15000 68288.85| 3400.00000 64600.00|
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
ROUT AND SEAL | | |
0015 628-09402 12.000 MOS | 1545.00000 18540.00| 1800.00000 21600.00|
FIELD OFFICE, B | | |
0016 628-09407 12.000 MOS | 215.00000 2580.00| 180.00000 2160.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0017 801-03290 4.000 EACH | 132.30000 529.20| 150.00000 600.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 430 -3
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1357381 |( )
|WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06207 4036.000 LFT | 1.13000 4560.68| 1.30000 5246.80|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0019 801-06640 30.000 EACH | 100.80000 3024.00| 110.00000 3300.00|
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 13656.47000 13656.47| 14000.00000 14000.00|
MAINTAINING TRAFFIC | | |
0023 808-06703 78977.000 LFT | 0.34000 26852.18| 0.40000 31590.80|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0024 808-06716 135068.000 LFT | 0.04000 5402.72| 0.05000 6753.40|
LINE, REMOVE | | |
0025 808-75240 6032.000 LFT | 0.34000 2050.88| 0.40000 2412.80|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0026 808-75245 49099.000 LFT | 0.34000 16693.66| 0.40000 19639.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0027 808-75996 921.000 EACH | 9.12000 8399.52| 6.00000 5526.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 921.000 EACH | 16.40000 15104.40| 15.00000 13815.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0029 808-10033 480.000 LFT | 1.84000 883.20| 2.00000 960.00|
LINE, MULTI-COMP, SOLID, WHITE, 4 IN , | | |
FOR CONCRETE STRUCTURE | | |
0030 808-10034 480.000 LFT | 1.84000 883.20| 2.00000 960.00|
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN , | | |
FOR CONCRETE STRUCTURE | | |
SECTION TOTALS | $ 875,845.00| $ 895,354.55| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 875,845.00| $ 895,354.55| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 440 -1
VENDOR RANKING
CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/30/11
LOCATION : ON SR 120 FROM 0.26 MILE EAST OF SR 327 RO SR 127 PROJECT(S) : 1005741
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 876,997.50 100.0000%
2 26-2688853 STRAWSER CONSTRUCTION INC $ 986,601.55 112.4976%
3 43-1878237 MICRO SURFACING INC $ 1,062,509.00 121.1530%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 440 -2
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 43-1878237
|PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT, MICROSURFACE
| | |
0001 105-06845 LUMP | 1550.00000 1550.00| 3000.00000 3000.00| 4000.00000 4000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 55.00000 330.00| 50.00000 300.00| 50.00000 300.00
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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 31210.00000 31210.00| 58115.00000 58115.00| 48000.00000 48000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 301-07448 60.000 TON | 65.00000 3900.00| 62.00000 3720.00| 70.00000 4200.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0013 304-07490 100.000 TON | 100.00000 10000.00| 112.00000 11200.00| 70.00000 7000.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0014 304-07490 750.000 TON | 87.00000 65250.00| 95.00000 71250.00| 115.00000 86250.00
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0015 406-05520 3.000 TON | 1.00000 3.00| 1.15000 3.45| 600.00000 1800.00
ASPHALT FOR TACK COAT | | |
0016 408-07504 40.000 TON | 3250.00000 130000.00| 3000.00000 120000.00| 3775.00000 151000.00
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
SEAL | | |
0017 411-09521 173900.000 SYS | 2.89000 502571.00| 3.46000 601694.00| 3.59000 624301.00
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 440 -3
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 43-1878237
|PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 615-06520 7.000 EACH | 750.00000 5250.00| 1500.00000 10500.00| 1430.00000 10010.00
MONUMENT, RE-ESTABLISH | | |
0019 628-09402 3.000 MOS | 1776.00000 5328.00| 1200.00000 3600.00| 1500.00000 4500.00
FIELD OFFICE, B | | |
0020 628-09407 3.000 MOS | 300.00000 900.00| 200.00000 600.00| 1000.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0021 801-03290 2.000 EACH | 105.00000 210.00| 112.00000 224.00| 100.00000 200.00
CONSTRUCTION SIGN, C | | |
0022 801-06203 5000.000 LFT | 1.00000 5000.00| 0.47000 2350.00| 0.41000 2050.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0023 801-06640 58.000 EACH | 70.00000 4060.00| 112.00000 6496.00| 67.00000 3886.00
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 31405.00000 31405.00| 30242.00000 30242.00| 33000.00000 33000.00
MAINTAINING TRAFFIC | | |
0025 801-92448 500.000 DAY | 2.50000 1250.00| 4.00000 2000.00| 2.00000 1000.00
CONSTRUCTION SIGNS, MOBILE | | |
0026 808-06712 7600.000 LFT | 0.14000 1064.00| 0.11000 836.00| 0.10000 760.00
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0027 808-06713 98100.000 LFT | 0.13000 12753.00| 0.11000 10791.00| 0.10000 9810.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0028 808-06714 51800.000 LFT | 0.13000 6734.00| 0.11000 5698.00| 0.10000 5180.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0029 808-06716 157500.000 LFT | 0.21000 33075.00| 0.10000 15750.00| 0.20000 31500.00
LINE, REMOVE | | |
0030 808-09381 LUMP | 1000.00000 1000.00| 2100.00000 2100.00| 1000.00000 1000.00
RETRO-REFLECTIVITY TESTING | | |
0031 808-75996 1030.000 EACH | 5.75000 5922.50| 6.26000 6447.80| 10.00000 10300.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 1030.000 EACH | 17.50000 18025.00| 18.91000 19477.30| 18.50000 19055.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 876,997.50| $ 986,601.55| $ 1,062,509.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 876,997.50| $ 986,601.55| $ 1,062,509.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -1
VENDOR RANKING
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 10/22/11
LOCATION : ON US 27 OVER LIMBERLOST CREEK, 1.74 MILES SOUTH OF SR 116 PROJECT(S) : 0200933
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 897,440.93 100.0000%
2 35-1310611 DUNCAN ROBERTSON INC $ 918,484.70 102.3449%
3 38-2675420 ANLAAN CORPORATION $ 921,419.18 102.6718%
4 35-1128289 BEATY CONSTRUCTION INC $ 928,759.32 103.4897%
5 35-1374866 PRIMCO INC $ 928,812.46 103.4957%
6 35-1817530 PIONEER ASSOCIATES INC $ 947,043.07 105.5271%
7 34-1556319 JUTTE EXCAVATING INC $ 975,538.25 108.7022%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 979,014.80 109.0896%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -2
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420
|R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 3300.00000 3300.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 44500.00000 44500.00| 45000.00000 45000.00| 47000.00000 47000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02240 351.000 SYS | 31.00000 10881.00| 20.00000 7020.00| 12.75000 4475.25
PAVEMENT REMOVAL | | |
0009 202-51328 LUMP | 108000.00000 108000.00| 100000.00000 100000.00| 149400.00000 149400.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 202-92953 42.000 SYS | 19.00000 798.00| 15.00000 630.00| 12.00000 504.00
CURB AND GUTTER TURNOUT, REMOVE | | |
0011 203-02070 250.000 CYS | 28.00000 7000.00| 15.00000 3750.00| 34.00000 8500.00
BORROW | | |
0012 203-08607 1096.000 LFT | 7.10000 7781.60| 3.50000 3836.00| 4.33000 4745.68
LINEAR GRADING | | |
0013 205-06937 1500.000 LFT | 1.97000 2955.00| 1.00000 1500.00| 1.21000 1815.00
TEMPORARY SILT FENCE | | |
0014 206-51230 14.000 CYS | 160.00000 2240.00| 50.00000 700.00| 13.46000 188.44
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0015 211-06467 12.000 CYS | 130.00000 1560.00| 50.00000 600.00| 51.00000 612.00
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 62.000 CYS | 80.00000 4960.00| 50.00000 3100.00| 39.00000 2418.00
DENSE GRADED SUBBASE | | |
0017 306-08043 350.000 SYS | 6.00000 2100.00| 5.00000 1750.00| 4.74000 1659.00
MILLING, TRANSITION | | |
0018 406-05520 1.000 TON | 50.00000 50.00| 410.00000 410.00| 10.00000 10.00
ASPHALT FOR TACK COAT | | |
0019 502-06329 158.000 SYS | 85.00000 13430.00| 110.00000 17380.00| 85.00000 13430.00
PCCP, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -3
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420
|R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 503-03489 72.000 EACH | 25.00000 1800.00| 15.00000 1080.00| 25.00000 1800.00
RETROFITTED TIE BARS | | |
0021 503-05310 70.000 LFT | 142.00000 9940.00| 225.00000 15750.00| 106.04000 7422.80
TERMINAL JOINT | | |
0022 601-01522 4.000 EACH | 1910.00000 7640.00| 2500.00000 10000.00| 1910.00000 7640.00
GUARDRAIL TRANSITION TYPE TGB | | |
0023 601-02241 456.000 LFT | 2.00000 912.00| 6.00000 2736.00| 2.00000 912.00
GUARDRAIL, REMOVE | | |
0024 601-94689 4.000 EACH | 2395.00000 9580.00| 2800.00000 11200.00| 2395.00000 9580.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 800.000 LFT | 17.40000 13920.00| 22.00000 17600.00| 17.40000 13920.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0026 602-06729 10.000 EACH | 10.00000 100.00| 10.00000 100.00| 20.00000 200.00
BARRIER DELINEATOR | | |
0027 609-06259 251.000 SYS | 90.00000 22590.00| 100.00000 25100.00| 90.00000 22590.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0028 610-07487 308.000 TON | 100.00000 30800.00| 90.00000 27720.00| 83.75000 25795.00
HMA FOR APPROACHES, TYPE B | | |
0029 616-02320 949.000 SYS | 2.75000 2609.75| 3.00000 2847.00| 2.40000 2277.60
GEOTEXTILES | | |
0030 616-06405 658.000 TON | 28.00000 18424.00| 22.00000 14476.00| 40.00000 26320.00
RIPRAP, REVETMENT | | |
0031 621-01004 2.000 EACH | 750.00000 1500.00| 200.00000 400.00| 300.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0032 621-06559 500.000 SYS | 3.40000 1700.00| 2.00000 1000.00| 1.22000 610.00
MULCHED SEEDING, R | | |
0033 628-09401 9.000 MOS | 1875.00000 16875.00| 1050.00000 9450.00| 1720.00000 15480.00
FIELD OFFICE, A | | |
0034 702-51005 67.200 CYS | 860.00000 57792.00| 750.00000 50400.00| 663.00000 44553.60
CONCRETE, A, SUBSTRUCTURE | | |
0035 702-51863 122.000 EACH | 15.00000 1830.00| 15.00000 1830.00| 6.00000 732.00
FIELD DRILLED HOLE IN CONCRETE | | |
0036 703-06028 8566.000 LBS | 0.72000 6167.52| 1.00000 8566.00| 0.71000 6081.86
REINFORCING BARS | | |
0037 703-06029 69055.000 LBS | 0.81000 55934.55| 1.00000 69055.00| 0.74000 51100.70
REINFORCING BARS, EPOXY COATED | | |
0038 703-97936 616.000 EACH | 23.00000 14168.00| 17.50000 10780.00| 16.50000 10164.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0039 704-51002 188.000 CYS | 745.00000 140060.00| 750.00000 141000.00| 880.00000 165440.00
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -4
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420
|R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 706-05732 4.000 EACH | 1470.00000 5880.00| 1500.00000 6000.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0041 706-51020 30.600 CYS | 425.00000 13005.00| 750.00000 22950.00| 738.00000 22582.80
CONCRETE, C, RAILING | | |
0042 707-05978 3165.000 SFT | 42.00000 132930.00| 50.00000 158250.00| 40.00000 126600.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
21" X 48" | | |
0043 709-51821 LUMP | 5390.00000 5390.00| 5000.00000 5000.00| 5390.00000 5390.00
SURFACE SEAL | | |
0044 711-02707 10.000 EACH | 261.00000 2610.00| 300.00000 3000.00| 269.00000 2690.00
ANCHOR PLATE | | |
0045 711-96500 LUMP | 38000.00000 38000.00| 500.00000 500.00| 9000.00000 9000.00
TEMPORARY SUPPORT OF BENT CAPS | | |
0046 801-03290 6.000 EACH | 173.00000 1038.00| 260.00000 1560.00| 120.00000 720.00
CONSTRUCTION SIGN, C | | |
0047 801-06203 1134.000 LFT | 0.39000 442.26| 0.75000 850.50| 0.67000 759.78
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0048 801-06207 4930.000 LFT | 1.13000 5570.90| 1.08000 5324.40| 1.19000 5866.70
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0049 801-06640 20.000 EACH | 150.00000 3000.00| 160.00000 3200.00| 110.00000 2200.00
CONSTRUCTION SIGN, A | | |
0050 801-06645 2.000 EACH | 44.00000 88.00| 75.00000 150.00| 65.00000 130.00
CONSTRUCTION SIGN, B | | |
0051 801-06775 LUMP | 2310.00000 2310.00| 10000.00000 10000.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0052 801-07024 1.000 EACH | 6975.00000 6975.00| 8000.00000 8000.00| 6975.00000 6975.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0053 801-08401 100.000 LFT | 30.00000 3000.00| 50.00000 5000.00| 30.00000 3000.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0054 801-08508 780.000 LFT | 30.00000 23400.00| 50.00000 39000.00| 37.45000 29211.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0056 808-06703 1428.000 LFT | 1.12000 1599.36| 1.25000 1785.00| 0.80000 1142.40
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0057 808-06716 1713.000 LFT | 0.47000 805.11| 1.00000 1713.00| 0.39000 668.07
LINE, REMOVE | | |
0058 808-10033 532.000 LFT | 4.00000 2128.00| 4.00000 2128.00| 4.70000 2500.40
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0059 808-10036 67.000 LFT | 4.00000 268.00| 4.00000 268.00| 4.70000 314.90
LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | |
0060 808-75240 209.000 LFT | 1.12000 234.08| 2.20000 459.80| 0.80000 167.20
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -5
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420
|R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 808-75245 140.000 LFT | 1.12000 156.80| 1.25000 175.00| 0.80000 112.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0062 808-75996 4.000 EACH | 23.00000 92.00| 50.00000 200.00| 8.00000 32.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0063 808-75998 8.000 EACH | 130.00000 1040.00| 150.00000 1200.00| 150.00000 1200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0064 801-01851 LUMP | 22875.00000 22875.00| 30000.00000 30000.00| 22875.00000 22875.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
SECTION TOTALS | $ 897,440.93| $ 918,484.70| $ 921,419.18
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 897,440.93| $ 918,484.70| $ 921,419.18
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -6
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 12620.69000 12620.69| 3300.00000 3300.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 46400.00000 46400.00| 46440.62000 46440.62| 48500.00000 48500.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02240 351.000 SYS | 25.00000 8775.00| 24.00000 8424.00| 19.00000 6669.00
PAVEMENT REMOVAL | | |
0009 202-51328 LUMP | 85047.92000 85047.92| 178444.35000 178444.35| 120000.00000 120000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 202-92953 42.000 SYS | 18.00000 756.00| 60.00000 2520.00| 31.00000 1302.00
CURB AND GUTTER TURNOUT, REMOVE | | |
0011 203-02070 250.000 CYS | 20.00000 5000.00| 29.00000 7250.00| 17.00000 4250.00
BORROW | | |
0012 203-08607 1096.000 LFT | 7.25000 7946.00| 10.00000 10960.00| 17.50000 19180.00
LINEAR GRADING | | |
0013 205-06937 1500.000 LFT | 1.60000 2400.00| 2.80000 4200.00| 3.30000 4950.00
TEMPORARY SILT FENCE | | |
0014 206-51230 14.000 CYS | 65.00000 910.00| 63.00000 882.00| 80.00000 1120.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0015 211-06467 12.000 CYS | 80.00000 960.00| 121.00000 1452.00| 43.00000 516.00
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 62.000 CYS | 90.00000 5580.00| 82.00000 5084.00| 31.00000 1922.00
DENSE GRADED SUBBASE | | |
0017 306-08043 350.000 SYS | 5.75000 2012.50| 2.00000 700.00| 11.75000 4112.50
MILLING, TRANSITION | | |
0018 406-05520 1.000 TON | 450.00000 450.00| 50.00000 50.00| 10.00000 10.00
ASPHALT FOR TACK COAT | | |
0019 502-06329 158.000 SYS | 70.00000 11060.00| 65.00000 10270.00| 95.00000 15010.00
PCCP, 12 IN | | |
0020 503-03489 72.000 EACH | 21.50000 1548.00| 20.00000 1440.00| 23.00000 1656.00
RETROFITTED TIE BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -7
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 503-05310 70.000 LFT | 195.00000 13650.00| 155.00000 10850.00| 175.00000 12250.00
TERMINAL JOINT | | |
0022 601-01522 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 2300.00000 9200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0023 601-02241 456.000 LFT | 5.00000 2280.00| 8.30000 3784.80| 5.00000 2280.00
GUARDRAIL, REMOVE | | |
0024 601-94689 4.000 EACH | 2299.50000 9198.00| 3891.75000 15567.00| 2600.00000 10400.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 800.000 LFT | 20.00000 16000.00| 20.00000 16000.00| 20.00000 16000.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0026 602-06729 10.000 EACH | 15.00000 150.00| 12.00000 120.00| 10.00000 100.00
BARRIER DELINEATOR | | |
0027 609-06259 251.000 SYS | 105.00000 26355.00| 100.00000 25100.00| 100.00000 25100.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0028 610-07487 308.000 TON | 95.00000 29260.00| 85.00000 26180.00| 83.75000 25795.00
HMA FOR APPROACHES, TYPE B | | |
0029 616-02320 949.000 SYS | 3.50000 3321.50| 2.50000 2372.50| 3.25000 3084.25
GEOTEXTILES | | |
0030 616-06405 658.000 TON | 25.00000 16450.00| 25.00000 16450.00| 27.32000 17976.56
RIPRAP, REVETMENT | | |
0031 621-01004 2.000 EACH | 475.00000 950.00| 450.00000 900.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0032 621-06559 500.000 SYS | 2.95000 1475.00| 1.50000 750.00| 2.62000 1310.00
MULCHED SEEDING, R | | |
0033 628-09401 9.000 MOS | 2000.00000 18000.00| 2000.00000 18000.00| 2850.00000 25650.00
FIELD OFFICE, A | | |
0034 702-51005 67.200 CYS | 850.00000 57120.00| 675.00000 45360.00| 1100.00000 73920.00
CONCRETE, A, SUBSTRUCTURE | | |
0035 702-51863 122.000 EACH | 15.25000 1860.50| 15.00000 1830.00| 7.75000 945.50
FIELD DRILLED HOLE IN CONCRETE | | |
0036 703-06028 8566.000 LBS | 0.80000 6852.80| 1.20000 10279.20| 1.00000 8566.00
REINFORCING BARS | | |
0037 703-06029 69055.000 LBS | 0.95000 65602.25| 0.95000 65602.25| 1.05000 72507.75
REINFORCING BARS, EPOXY COATED | | |
0038 703-97936 616.000 EACH | 15.75000 9702.00| 19.04000 11728.64| 21.25000 13090.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0039 704-51002 188.000 CYS | 800.00000 150400.00| 575.00000 108100.00| 585.00000 109980.00
CONCRETE, C, SUPERSTRUCTURE | | |
0040 706-05732 4.000 EACH | 1850.00000 7400.00| 800.00000 3200.00| 1570.00000 6280.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -8
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 706-51020 30.600 CYS | 575.00000 17595.00| 525.00000 16065.00| 700.00000 21420.00
CONCRETE, C, RAILING | | |
0042 707-05978 3165.000 SFT | 44.00000 139260.00| 39.06000 123624.90| 45.00000 142425.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
21" X 48" | | |
0043 709-51821 LUMP | 6000.00000 6000.00| 4500.00000 4500.00| 4500.00000 4500.00
SURFACE SEAL | | |
0044 711-02707 10.000 EACH | 425.00000 4250.00| 250.00000 2500.00| 230.00000 2300.00
ANCHOR PLATE | | |
0045 711-96500 LUMP | 20000.00000 20000.00| 22000.00000 22000.00| 10000.00000 10000.00
TEMPORARY SUPPORT OF BENT CAPS | | |
0046 801-03290 6.000 EACH | 285.00000 1710.00| 173.00000 1038.00| 173.00000 1038.00
CONSTRUCTION SIGN, C | | |
0047 801-06203 1134.000 LFT | 0.80000 907.20| 0.39000 442.26| 0.39000 442.26
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0048 801-06207 4930.000 LFT | 1.25000 6162.50| 1.13000 5570.90| 1.13000 5570.90
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0049 801-06640 20.000 EACH | 170.00000 3400.00| 150.00000 3000.00| 150.00000 3000.00
CONSTRUCTION SIGN, A | | |
0050 801-06645 2.000 EACH | 80.00000 160.00| 44.00000 88.00| 44.00000 88.00
CONSTRUCTION SIGN, B | | |
0051 801-06775 LUMP | 18250.00000 18250.00| 10586.40000 10586.40| 23500.00000 23500.00
MAINTAINING TRAFFIC | | |
0052 801-07024 1.000 EACH | 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0053 801-08401 100.000 LFT | 32.00000 3200.00| 22.12000 2212.00| 30.00000 3000.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0054 801-08508 780.000 LFT | 34.00000 26520.00| 24.22000 18891.60| 30.00000 23400.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0056 808-06703 1428.000 LFT | 1.35000 1927.80| 1.12000 1599.36| 1.12000 1599.36
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0057 808-06716 1713.000 LFT | 1.00000 1713.00| 0.47000 805.11| 0.47000 805.11
LINE, REMOVE | | |
0058 808-10033 532.000 LFT | 4.25000 2261.00| 4.00000 2128.00| 4.00000 2128.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0059 808-10036 67.000 LFT | 4.25000 284.75| 4.00000 268.00| 4.00000 268.00
LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | |
0060 808-75240 209.000 LFT | 2.40000 501.60| 1.12000 234.08| 1.12000 234.08
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0061 808-75245 140.000 LFT | 1.35000 189.00| 1.12000 156.80| 1.12000 156.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -9
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75996 4.000 EACH | 20.00000 80.00| 20.00000 80.00| 35.00000 140.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0063 808-75998 8.000 EACH | 170.00000 1360.00| 60.00000 480.00| 130.00000 1040.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0064 801-01851 LUMP | 37250.00000 37250.00| 23225.00000 23225.00| 25000.00000 25000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
SECTION TOTALS | $ 928,759.32| $ 928,812.46| $ 947,043.07
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 928,759.32| $ 928,812.46| $ 947,043.07
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -10
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-1556319 |( 8 ) 35-1618530 |( )
|JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 13300.00000 13300.00| 5300.00000 5300.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 30000.00000 30000.00| 48950.74000 48950.74|
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02240 351.000 SYS | 5.00000 1755.00| 21.00000 7371.00|
PAVEMENT REMOVAL | | |
0009 202-51328 LUMP | 80000.00000 80000.00| 102000.00000 102000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 202-92953 42.000 SYS | 20.00000 840.00| 38.33000 1609.86|
CURB AND GUTTER TURNOUT, REMOVE | | |
0011 203-02070 250.000 CYS | 15.00000 3750.00| 40.39000 10097.50|
BORROW | | |
0012 203-08607 1096.000 LFT | 3.00000 3288.00| 8.00000 8768.00|
LINEAR GRADING | | |
0013 205-06937 1500.000 LFT | 1.38000 2070.00| 1.38000 2070.00|
TEMPORARY SILT FENCE | | |
0014 206-51230 14.000 CYS | 20.00000 280.00| 200.00000 2800.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0015 211-06467 12.000 CYS | 40.00000 480.00| 140.00000 1680.00|
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 62.000 CYS | 15.00000 930.00| 65.00000 4030.00|
DENSE GRADED SUBBASE | | |
0017 306-08043 350.000 SYS | 4.62000 1617.00| 20.00000 7000.00|
MILLING, TRANSITION | | |
0018 406-05520 1.000 TON | 400.00000 400.00| 400.00000 400.00|
ASPHALT FOR TACK COAT | | |
0019 502-06329 158.000 SYS | 95.00000 15010.00| 80.00000 12640.00|
PCCP, 12 IN | | |
0020 503-03489 72.000 EACH | 100.00000 7200.00| 35.00000 2520.00|
RETROFITTED TIE BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -11
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-1556319 |( 8 ) 35-1618530 |( )
|JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 503-05310 70.000 LFT | 150.00000 10500.00| 191.00000 13370.00|
TERMINAL JOINT | | |
0022 601-01522 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0023 601-02241 456.000 LFT | 5.00000 2280.00| 5.00000 2280.00|
GUARDRAIL, REMOVE | | |
0024 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00|
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 800.000 LFT | 20.00000 16000.00| 20.00000 16000.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0026 602-06729 10.000 EACH | 20.00000 200.00| 12.00000 120.00|
BARRIER DELINEATOR | | |
0027 609-06259 251.000 SYS | 105.00000 26355.00| 110.00000 27610.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0028 610-07487 308.000 TON | 89.20000 27473.60| 89.20000 27473.60|
HMA FOR APPROACHES, TYPE B | | |
0029 616-02320 949.000 SYS | 1.00000 949.00| 3.50000 3321.50|
GEOTEXTILES | | |
0030 616-06405 658.000 TON | 18.26000 12015.08| 30.00000 19740.00|
RIPRAP, REVETMENT | | |
0031 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0032 621-06559 500.000 SYS | 2.62000 1310.00| 2.62000 1310.00|
MULCHED SEEDING, R | | |
0033 628-09401 9.000 MOS | 1200.00000 10800.00| 3000.00000 27000.00|
FIELD OFFICE, A | | |
0034 702-51005 67.200 CYS | 708.33000 47599.78| 600.00000 40320.00|
CONCRETE, A, SUBSTRUCTURE | | |
0035 702-51863 122.000 EACH | 15.00000 1830.00| 20.00000 2440.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0036 703-06028 8566.000 LBS | 1.50000 12849.00| 0.91000 7795.06|
REINFORCING BARS | | |
0037 703-06029 69055.000 LBS | 1.50000 103582.50| 1.00000 69055.00|
REINFORCING BARS, EPOXY COATED | | |
0038 703-97936 616.000 EACH | 15.00000 9240.00| 30.00000 18480.00|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0039 704-51002 188.000 CYS | 498.38000 93695.44| 775.00000 145700.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0040 706-05732 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -12
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-1556319 |( 8 ) 35-1618530 |( )
|JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 706-51020 30.600 CYS | 550.00000 16830.00| 600.00000 18360.00|
CONCRETE, C, RAILING | | |
0042 707-05978 3165.000 SFT | 85.08000 269278.20| 54.50000 172492.50|
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
21" X 48" | | |
0043 709-51821 LUMP | 6000.00000 6000.00| 5390.00000 5390.00|
SURFACE SEAL | | |
0044 711-02707 10.000 EACH | 500.00000 5000.00| 200.00000 2000.00|
ANCHOR PLATE | | |
0045 711-96500 LUMP | 6000.00000 6000.00| 10000.00000 10000.00|
TEMPORARY SUPPORT OF BENT CAPS | | |
0046 801-03290 6.000 EACH | 249.00000 1494.00| 249.00000 1494.00|
CONSTRUCTION SIGN, C | | |
0047 801-06203 1134.000 LFT | 0.70000 793.80| 0.70000 793.80|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0048 801-06207 4930.000 LFT | 0.98000 4831.40| 0.98000 4831.40|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0049 801-06640 20.000 EACH | 149.00000 2980.00| 149.00000 2980.00|
CONSTRUCTION SIGN, A | | |
0050 801-06645 2.000 EACH | 69.00000 138.00| 69.00000 138.00|
CONSTRUCTION SIGN, B | | |
0051 801-06775 LUMP | 35000.00000 35000.00| 17924.39000 17924.39|
MAINTAINING TRAFFIC | | |
0052 801-07024 1.000 EACH | 7200.00000 7200.00| 8300.00000 8300.00|
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0053 801-08401 100.000 LFT | 19.00000 1900.00| 44.00000 4400.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0054 801-08508 780.000 LFT | 22.00000 17160.00| 41.00000 31980.00|
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0056 808-06703 1428.000 LFT | 1.20000 1713.60| 1.20000 1713.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0057 808-06716 1713.000 LFT | 0.90000 1541.70| 0.90000 1541.70|
LINE, REMOVE | | |
0058 808-10033 532.000 LFT | 3.75000 1995.00| 3.75000 1995.00|
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0059 808-10036 67.000 LFT | 3.75000 251.25| 3.75000 251.25|
LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | |
0060 808-75240 209.000 LFT | 2.10000 438.90| 2.10000 438.90|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0061 808-75245 140.000 LFT | 1.20000 168.00| 1.20000 168.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 470 -13
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-1556319 |( 8 ) 35-1618530 |( )
|JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75996 4.000 EACH | 10.00000 40.00| 50.00000 200.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0063 808-75998 8.000 EACH | 60.00000 480.00| 130.00000 1040.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0064 801-01851 LUMP | 28250.00000 28250.00| 22875.00000 22875.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
SECTION TOTALS | $ 975,538.25| $ 979,014.80| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 975,538.25| $ 979,014.80| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -1
VENDOR RANKING
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE WIDENING COMPLETION DATE : 10/03/11
LOCATION : ON CR 310W OVER WILLIAMS CREEK PROJECT(S) : 0100362
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 497,576.49 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 524,509.52 105.4128%
3 35-1128289 BEATY CONSTRUCTION INC $ 524,836.51 105.4786%
4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 525,000.00 105.5114%
5 35-1917625 MILESTONE CONTRACTORS LP $ 537,310.00 107.9854%
6 35-1549010 MCALISTER EXCAVATING CO INC $ 547,388.30 110.0109%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 644,835.04 129.5952%
8 38-3806996 HIS CONSTRUCTORS INC $ 703,751.95 141.4359%
9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 836,422.01 168.0992%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -2
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION 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 | 6000.00000 6000.00| 9000.00000 9000.00| 6900.00000 6900.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25000.00000 25000.00| 26000.00000 26000.00| 26000.00000 26000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 10525.00000 10525.00
CLEARING RIGHT OF WAY | | |
0009 202-51328 LUMP | 40000.00000 40000.00| 65000.00000 65000.00| 33925.38000 33925.38
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 203-02000 270.000 CYS | 10.00000 2700.00| 18.00000 4860.00| 15.00000 4050.00
EXCAVATION, COMMON | | |
0011 203-02070 300.000 CYS | 10.00000 3000.00| 23.00000 6900.00| 18.00000 5400.00
BORROW | | |
0012 205-06936 5.000 TON | 20.00000 100.00| 70.00000 350.00| 105.00000 525.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 1370.000 LFT | 1.00000 1370.00| 1.40000 1918.00| 1.25000 1712.50
TEMPORARY SILT FENCE | | |
0014 206-51220 99.000 CYS | 100.00000 9900.00| 110.00000 10890.00| 700.00000 69300.00
EXCAVATION, WET | | |
0015 206-51230 75.000 CYS | 100.00000 7500.00| 38.00000 2850.00| 20.00000 1500.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0016 207-08267 1675.000 SYS | 5.00000 8375.00| 8.00000 13400.00| 6.75000 11306.25
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 2.000 CYS | 100.00000 200.00| 125.00000 250.00| 34.00000 68.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 211-09267 60.000 CYS | 75.00000 4500.00| 185.00000 11100.00| 45.00000 2700.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0019 301-07448 565.000 TON | 20.00000 11300.00| 23.00000 12995.00| 21.00000 11865.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -3
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 302-07455 28.000 CYS | 50.00000 1400.00| 50.00000 1400.00| 80.00000 2240.00
DENSE GRADED SUBBASE | | |
0021 402-07432 140.000 TON | 92.00000 12880.00| 80.00000 11200.00| 100.00000 14000.00
HMA SURFACE, TYPE A | | |
0022 402-07435 230.000 TON | 82.00000 18860.00| 75.00000 17250.00| 80.00000 18400.00
HMA INTERMEDIATE, TYPE A | | |
0023 406-05521 1620.000 SYS | 0.40000 648.00| 0.40000 648.00| 0.14000 226.80
ASPHALT FOR TACK COAT | | |
0024 601-06037 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| 712.50000 2850.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| 712.50000 2850.00
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-08182 6.250 LFT | 30.00000 187.50| 30.00000 187.50| 27.00000 168.75
GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | |
0027 601-08182 65.630 LFT | 50.00000 3281.50| 50.00000 3281.50| 47.00000 3084.61
GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | |
SHOP CURVED | | |
0028 601-99105 168.750 LFT | 19.00000 3206.25| 19.00000 3206.25| 18.00000 3037.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0029 603-06040 706.000 LFT | 9.00000 6354.00| 9.00000 6354.00| 8.00000 5648.00
FENCE, FARM FIELD, 47 IN | | |
0030 603-06052 4.000 EACH | 1300.00000 5200.00| 1400.00000 5600.00| 1200.00000 4800.00
FENCE GATE, FARM FIELD, 47 IN X 12FT | | |
0031 608-04395 5.000 TON | 10.00000 50.00| 80.00000 400.00| 32.50000 162.50
AGGREGATE FOR SHOULDER DRAINS | | |
0032 609-06257 166.000 SYS | 90.00000 14940.00| 52.00000 8632.00| 93.00000 15438.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0033 611-06497 2.000 EACH | 100.00000 200.00| 270.00000 540.00| 250.00000 500.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 616-02320 61.000 SYS | 10.00000 610.00| 5.20000 317.20| 5.50000 335.50
GEOTEXTILES | | |
0035 616-05688 32.000 TON | 50.00000 1600.00| 41.00000 1312.00| 48.00000 1536.00
RIPRAP, CLASS 1 | | |
0036 621-01004 2.000 EACH | 150.00000 300.00| 475.00000 950.00| 475.00000 950.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02363 1000.000 SYS | 0.25000 250.00| 0.45000 450.00| 0.45000 450.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0038 621-02770 340.000 SYS | 2.00000 680.00| 4.25000 1445.00| 4.20000 1428.00
EROSION CONTROL BLANKET | | |
0039 621-06559 1000.000 SYS | 2.00000 2000.00| 1.90000 1900.00| 1.95000 1950.00
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -4
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 628-09401 10.000 MOS | 1050.00000 10500.00| 1700.00000 17000.00| 1800.00000 18000.00
FIELD OFFICE, A | | |
0041 701-09948 14.000 EACH | 100.00000 1400.00| 85.00000 1190.00| 75.00000 1050.00
PILE SHOE, HP 10 X 42 | | |
0042 701-51190 381.000 LFT | 50.00000 19050.00| 90.00000 34290.00| 48.75000 18573.75
PILE, STEEL H, HP 10 IN X 42 | | |
0043 702-51005 80.400 CYS | 750.00000 60300.00| 570.00000 45828.00| 675.00000 54270.00
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51863 100.000 EACH | 15.00000 1500.00| 18.00000 1800.00| 15.00000 1500.00
FIELD DRILLED HOLE IN CONCRETE | | |
0045 703-06028 3965.000 LBS | 1.00000 3965.00| 0.90000 3568.50| 0.85000 3370.25
REINFORCING BARS | | |
0046 703-06029 41750.000 LBS | 1.00000 41750.00| 0.95000 39662.50| 0.90000 37575.00
REINFORCING BARS, EPOXY COATED | | |
0047 703-97936 70.000 EACH | 16.00000 1120.00| 18.00000 1260.00| 17.00000 1190.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0048 704-51002 162.900 CYS | 750.00000 122175.00| 615.00000 100183.50| 600.00000 97740.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 177.230 LFT | 60.00000 10633.80| 59.00000 10456.57| 57.00000 10102.11
RAILING, TS-1 | | |
0050 706-06344 16.520 LFT | 72.00000 1189.44| 75.00000 1239.00| 68.00000 1123.36
RAILING, TS-1 , SHOP CURVED | | |
0051 709-51821 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 1625.00000 1625.00
SURFACE SEAL | | |
0052 715-05169 38.000 LFT | 35.00000 1330.00| 39.00000 1482.00| 40.00000 1520.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0053 715-46005 2.000 EACH | 250.00000 500.00| 300.00000 600.00| 600.00000 1200.00
PIPE END SECTION, 15 IN | | |
0054 801-04308 5.000 EACH | 210.00000 1050.00| 430.00000 2150.00| 250.00000 1250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0055 801-06625 11.000 EACH | 80.00000 880.00| 100.00000 1100.00| 83.75000 921.25
DETOUR ROUTE MARKER ASSEMBLY | | |
0056 801-06640 12.000 EACH | 115.00000 1380.00| 190.00000 2280.00| 120.00000 1440.00
CONSTRUCTION SIGN, A | | |
0057 801-06775 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0058 801-07118 96.000 LFT | 13.00000 1248.00| 13.00000 1248.00| 13.50000 1296.00
BARRICADE, III-A | | |
0059 801-07119 72.000 LFT | 14.00000 1008.00| 15.00000 1080.00| 3.50000 252.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 497,576.49| $ 524,509.52| $ 524,836.51
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 497,576.49| $ 524,509.52| $ 524,836.51
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -5
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO 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 | 5940.00000 5940.00| 6500.00000 6500.00| 8500.00000 8500.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25000.00000 25000.00| 26000.00000 26000.00| 26500.00000 26500.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0009 202-51328 LUMP | 50000.00000 50000.00| 105575.94000 105575.94| 20000.00000 20000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 203-02000 270.000 CYS | 60.00000 16200.00| 30.00000 8100.00| 20.00000 5400.00
EXCAVATION, COMMON | | |
0011 203-02070 300.000 CYS | 14.00000 4200.00| 25.00000 7500.00| 30.00000 9000.00
BORROW | | |
0012 205-06936 5.000 TON | 38.00000 190.00| 145.00000 725.00| 25.00000 125.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 1370.000 LFT | 1.10000 1507.00| 1.65000 2260.50| 1.26000 1726.20
TEMPORARY SILT FENCE | | |
0014 206-51220 99.000 CYS | 250.00000 24750.00| 35.00000 3465.00| 300.00000 29700.00
EXCAVATION, WET | | |
0015 206-51230 75.000 CYS | 16.00000 1200.00| 35.00000 2625.00| 100.00000 7500.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0016 207-08267 1675.000 SYS | 7.00000 11725.00| 7.50000 12562.50| 7.25000 12143.75
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 2.000 CYS | 21.00000 42.00| 26.00000 52.00| 50.00000 100.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 211-09267 60.000 CYS | 95.00000 5700.00| 150.00000 9000.00| 125.00000 7500.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0019 301-07448 565.000 TON | 15.00000 8475.00| 15.00000 8475.00| 22.00000 12430.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 28.000 CYS | 61.00000 1708.00| 95.00000 2660.00| 40.00000 1120.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -6
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 402-07432 140.000 TON | 90.00000 12600.00| 89.95000 12593.00| 95.00000 13300.00
HMA SURFACE, TYPE A | | |
0022 402-07435 230.000 TON | 74.00000 17020.00| 69.40000 15962.00| 83.00000 19090.00
HMA INTERMEDIATE, TYPE A | | |
0023 406-05521 1620.000 SYS | 0.10000 162.00| 0.12000 194.40| 0.40000 648.00
ASPHALT FOR TACK COAT | | |
0024 601-06037 4.000 EACH | 900.00000 3600.00| 950.00000 3800.00| 990.00000 3960.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 4.000 EACH | 900.00000 3600.00| 950.00000 3800.00| 990.00000 3960.00
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-08182 6.250 LFT | 27.00000 168.75| 29.00000 181.25| 30.00000 187.50
GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | |
0027 601-08182 65.630 LFT | 47.00000 3084.61| 50.00000 3281.50| 52.00000 3412.76
GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | |
SHOP CURVED | | |
0028 601-99105 168.750 LFT | 18.00000 3037.50| 19.00000 3206.25| 20.00000 3375.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0029 603-06040 706.000 LFT | 8.00000 5648.00| 8.50000 6001.00| 9.20000 6495.20
FENCE, FARM FIELD, 47 IN | | |
0030 603-06052 4.000 EACH | 1200.00000 4800.00| 1250.00000 5000.00| 1400.00000 5600.00
FENCE GATE, FARM FIELD, 47 IN X 12FT | | |
0031 608-04395 5.000 TON | 60.00000 300.00| 125.00000 625.00| 50.00000 250.00
AGGREGATE FOR SHOULDER DRAINS | | |
0032 609-06257 166.000 SYS | 100.00000 16600.00| 115.00000 19090.00| 75.00000 12450.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0033 611-06497 2.000 EACH | 250.00000 500.00| 265.00000 530.00| 280.00000 560.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 616-02320 61.000 SYS | 3.00000 183.00| 2.50000 152.50| 2.50000 152.50
GEOTEXTILES | | |
0035 616-05688 32.000 TON | 34.00000 1088.00| 45.00000 1440.00| 65.00000 2080.00
RIPRAP, CLASS 1 | | |
0036 621-01004 2.000 EACH | 425.00000 850.00| 775.00000 1550.00| 485.00000 970.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02363 1000.000 SYS | 0.40000 400.00| 0.80000 800.00| 0.07000 70.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0038 621-02770 340.000 SYS | 3.75000 1275.00| 1.60000 544.00| 4.00000 1360.00
EROSION CONTROL BLANKET | | |
0039 621-06559 1000.000 SYS | 1.75000 1750.00| 1.50000 1500.00| 2.01000 2010.00
MULCHED SEEDING, R | | |
0040 628-09401 10.000 MOS | 2000.00000 20000.00| 1200.00000 12000.00| 1800.00000 18000.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -7
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 701-09948 14.000 EACH | 75.00000 1050.00| 68.00000 952.00| 100.00000 1400.00
PILE SHOE, HP 10 X 42 | | |
0042 701-51190 381.000 LFT | 45.00000 17145.00| 55.00000 20955.00| 60.00000 22860.00
PILE, STEEL H, HP 10 IN X 42 | | |
0043 702-51005 80.400 CYS | 800.00000 64320.00| 750.00000 60300.00| 650.00000 52260.00
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51863 100.000 EACH | 12.00000 1200.00| 10.00000 1000.00| 50.00000 5000.00
FIELD DRILLED HOLE IN CONCRETE | | |
0045 703-06028 3965.000 LBS | 1.04000 4123.60| 0.85000 3370.25| 1.10000 4361.50
REINFORCING BARS | | |
0046 703-06029 41750.000 LBS | 1.04000 43420.00| 0.90000 37575.00| 1.15000 48012.50
REINFORCING BARS, EPOXY COATED | | |
0047 703-97936 70.000 EACH | 24.00000 1680.00| 16.00000 1120.00| 100.00000 7000.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0048 704-51002 162.900 CYS | 650.00000 105885.00| 550.00000 89595.00| 725.00000 118102.50
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 177.230 LFT | 68.00000 12051.64| 65.00000 11519.95| 71.00000 12583.33
RAILING, TS-1 | | |
0050 706-06344 16.520 LFT | 68.00000 1123.36| 73.00000 1205.96| 78.00000 1288.56
RAILING, TS-1 , SHOP CURVED | | |
0051 709-51821 LUMP | 1500.00000 1500.00| 1550.00000 1550.00| 3500.00000 3500.00
SURFACE SEAL | | |
0052 715-05169 38.000 LFT | 40.00000 1520.00| 45.00000 1710.00| 30.00000 1140.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0053 715-46005 2.000 EACH | 450.00000 900.00| 375.00000 750.00| 250.00000 500.00
PIPE END SECTION, 15 IN | | |
0054 801-04308 5.000 EACH | 199.00000 995.00| 410.00000 2050.00| 220.00000 1100.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0055 801-06625 11.000 EACH | 72.00000 792.00| 82.00000 902.00| 85.00000 935.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0056 801-06640 12.000 EACH | 105.00000 1260.00| 175.00000 2100.00| 117.00000 1404.00
CONSTRUCTION SIGN, A | | |
0057 801-06775 LUMP | 637.54000 637.54| 654.00000 654.00| 8500.00000 8500.00
MAINTAINING TRAFFIC | | |
0058 801-07118 96.000 LFT | 12.00000 1152.00| 12.50000 1200.00| 16.00000 1536.00
BARRICADE, III-A | | |
0059 801-07119 72.000 LFT | 13.00000 936.00| 14.50000 1044.00| 17.00000 1224.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 525,000.00| $ 537,310.00| $ 547,388.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 525,000.00| $ 537,310.00| $ 547,388.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -8
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS 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 | 8100.00000 8100.00| 6000.00000 6000.00| 8300.00000 8300.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 32241.75000 32241.75| 35000.00000 35000.00| 60000.00000 60000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 12896.70000 12896.70| 14000.00000 14000.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0009 202-51328 LUMP | 47000.00000 47000.00| 50000.00000 50000.00| 57400.00000 57400.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0010 203-02000 270.000 CYS | 35.00000 9450.00| 55.00000 14850.00| 21.00000 5670.00
EXCAVATION, COMMON | | |
0011 203-02070 300.000 CYS | 45.00000 13500.00| 22.00000 6600.00| 22.00000 6600.00
BORROW | | |
0012 205-06936 5.000 TON | 200.00000 1000.00| 62.00000 310.00| 38.00000 190.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 1370.000 LFT | 1.57000 2150.90| 1.10000 1507.00| 1.25000 1712.50
TEMPORARY SILT FENCE | | |
0014 206-51220 99.000 CYS | 235.00000 23265.00| 825.00000 81675.00| 29.00000 2871.00
EXCAVATION, WET | | |
0015 206-51230 75.000 CYS | 40.00000 3000.00| 550.00000 41250.00| 77.00000 5775.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0016 207-08267 1675.000 SYS | 16.00000 26800.00| 8.00000 13400.00| 9.50000 15912.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 2.000 CYS | 40.00000 80.00| 150.00000 300.00| 22.00000 44.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 211-09267 60.000 CYS | 200.00000 12000.00| 105.00000 6300.00| 145.00000 8700.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0019 301-07448 565.000 TON | 30.00000 16950.00| 26.50000 14972.50| 28.00000 15820.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 28.000 CYS | 130.00000 3640.00| 100.00000 2800.00| 89.00000 2492.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -9
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 402-07432 140.000 TON | 87.00000 12180.00| 91.00000 12740.00| 108.00000 15120.00
HMA SURFACE, TYPE A | | |
0022 402-07435 230.000 TON | 68.50000 15755.00| 70.50000 16215.00| 85.00000 19550.00
HMA INTERMEDIATE, TYPE A | | |
0023 406-05521 1620.000 SYS | 0.12000 194.40| 0.13000 210.60| 0.15000 243.00
ASPHALT FOR TACK COAT | | |
0024 601-06037 4.000 EACH | 900.00000 3600.00| 905.00000 3620.00| 1000.00000 4000.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 4.000 EACH | 900.00000 3600.00| 905.00000 3620.00| 1000.00000 4000.00
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-08182 6.250 LFT | 27.00000 168.75| 28.00000 175.00| 30.00000 187.50
GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | |
0027 601-08182 65.630 LFT | 47.00000 3084.61| 48.00000 3150.24| 52.00000 3412.76
GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | |
SHOP CURVED | | |
0028 601-99105 168.750 LFT | 18.00000 3037.50| 18.25000 3079.69| 20.00000 3375.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0029 603-06040 706.000 LFT | 8.00000 5648.00| 8.15000 5753.90| 9.00000 6354.00
FENCE, FARM FIELD, 47 IN | | |
0030 603-06052 4.000 EACH | 1200.00000 4800.00| 1205.00000 4820.00| 1300.00000 5200.00
FENCE GATE, FARM FIELD, 47 IN X 12FT | | |
0031 608-04395 5.000 TON | 90.00000 450.00| 80.00000 400.00| 130.00000 650.00
AGGREGATE FOR SHOULDER DRAINS | | |
0032 609-06257 166.000 SYS | 120.00000 19920.00| 120.00000 19920.00| 95.00000 15770.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0033 611-06497 2.000 EACH | 250.00000 500.00| 255.00000 510.00| 70.00000 140.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 616-02320 61.000 SYS | 4.00000 244.00| 4.00000 244.00| 1.50000 91.50
GEOTEXTILES | | |
0035 616-05688 32.000 TON | 45.00000 1440.00| 47.50000 1520.00| 39.00000 1248.00
RIPRAP, CLASS 1 | | |
0036 621-01004 2.000 EACH | 755.00000 1510.00| 435.00000 870.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02363 1000.000 SYS | 0.74000 740.00| 0.41000 410.00| 0.45000 450.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0038 621-02770 340.000 SYS | 1.55000 527.00| 3.80000 1292.00| 4.25000 1445.00
EROSION CONTROL BLANKET | | |
0039 621-06559 1000.000 SYS | 1.45000 1450.00| 1.80000 1800.00| 2.00000 2000.00
MULCHED SEEDING, R | | |
0040 628-09401 10.000 MOS | 3500.00000 35000.00| 1800.00000 18000.00| 1900.00000 19000.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 480 -10
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 701-09948 14.000 EACH | 180.00000 2520.00| 85.00000 1190.00| 68.00000 952.00
PILE SHOE, HP 10 X 42 | | |
0042 701-51190 381.000 LFT | 60.00000 22860.00| 95.00000 36195.00| 50.00000 19050.00
PILE, STEEL H, HP 10 IN X 42 | | |
0043 702-51005 80.400 CYS | 800.00000 64320.00| 800.00000 64320.00| 2660.00000 213864.00
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51863 100.000 EACH | 20.00000 2000.00| 11.00000 1100.00| 16.00000 1600.00
FIELD DRILLED HOLE IN CONCRETE | | |
0045 703-06028 3965.000 LBS | 1.00000 3965.00| 0.90000 3568.50| 0.85000 3370.25
REINFORCING BARS | | |
0046 703-06029 41750.000 LBS | 1.10000 45925.00| 0.95000 39662.50| 0.85000 35487.50
REINFORCING BARS, EPOXY COATED | | |
0047 703-97936 70.000 EACH | 50.00000 3500.00| 14.00000 980.00| 12.50000 875.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0048 704-51002 162.900 CYS | 915.00000 149053.50| 900.00000 146610.00| 1400.00000 228060.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 177.230 LFT | 57.00000 10102.11| 58.00000 10279.34| 74.00000 13115.02
RAILING, TS-1 | | |
0050 706-06344 16.520 LFT | 68.00000 1123.36| 69.00000 1139.88| 74.00000 1222.48
RAILING, TS-1 , SHOP CURVED | | |
0051 709-51821 LUMP | 1500.00000 1500.00| 1525.00000 1525.00| 1600.00000 1600.00
SURFACE SEAL | | |
0052 715-05169 38.000 LFT | 70.00000 2660.00| 65.00000 2470.00| 13.50000 513.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0053 715-46005 2.000 EACH | 1000.00000 2000.00| 725.00000 1450.00| 200.00000 400.00
PIPE END SECTION, 15 IN | | |
0054 801-04308 5.000 EACH | 199.00000 995.00| 200.00000 1000.00| 218.00000 1090.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0055 801-06625 11.000 EACH | 72.00000 792.00| 73.00000 803.00| 78.00000 858.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0056 801-06640 12.000 EACH | 105.00000 1260.00| 107.00000 1284.00| 115.00000 1380.00
CONSTRUCTION SIGN, A | | |
0057 801-06775 LUMP | 2242.46000 2242.46| 750.00000 750.00| 1100.00000 1100.00
MAINTAINING TRAFFIC | | |
0058 801-07118 96.000 LFT | 12.00000 1152.00| 12.10000 1161.60| 13.00000 1248.00
BARRICADE, III-A | | |
0059 801-07119 72.000 LFT | 13.00000 936.00| 13.10000 943.20| 14.00000 1008.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 644,835.04| $ 703,751.95| $ 836,422.01
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 644,835.04| $ 703,751.95| $ 836,422.01
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 490 -1
VENDOR RANKING
CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE PAINTING COMPLETION DATE : 10/15/11
LOCATION : AT VARIOUS BRIDGE LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0800139
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1602596 ICARUS INDUSTRIAL PAINTING $ 472,943.35 100.0000%
2 35-1778430 N I SPANOS PAINTING INC $ 547,768.00 115.8211%
3 35-2019240 CENTRAL PAINTING INC $ 605,654.64 128.0607%
4 20-1396310 SEI COATINGS LLC $ 655,289.50 138.5556%
5 35-1645115 THREE STAR PAINTING INC $ 748,245.00 158.2103%
6 35-1841931 VENUS PAINTING COMPANY $ 797,374.77 168.5984%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 490 -2
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1778430 |( 3 ) 35-2019240
|ICARUS INDUSTRIAL PAINTING |N I SPANOS PAINTING INC |CENTRAL PAINTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 250.00000 250.00| 100.00000 100.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 100.00000 600.00| 50.00000 300.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 18750.00000 18750.00| 21500.00000 21500.00| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-09423 26813.000 SFT | 8.75000 234613.75| 8.50000 227910.50| 8.80000 235954.40
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 1 | | |
0010 619-09423 4576.000 SFT | 8.75000 40040.00| 8.50000 38896.00| 7.60000 34777.60
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 2 | | |
0011 619-09423 4547.000 SFT | 8.75000 39786.25| 8.50000 38649.50| 7.60000 34557.20
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 3 | | |
0012 619-09423 3843.000 SFT | 8.70000 33434.10| 8.50000 32665.50| 9.10000 34971.30
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 4 | | |
0013 619-09423 3843.000 SFT | 8.75000 33626.25| 8.50000 32665.50| 9.10000 34971.30
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 5 | | |
0014 619-09434 26183.000 SFT | 1.00000 26183.00| 3.00000 78549.00| 3.82000 100019.06
PAINT STEEL BRIDGE, TYPE 1 , STR NO 1 | | |
0015 619-09434 4576.000 SFT | 1.00000 4576.00| 3.00000 13728.00| 5.46000 24984.96
PAINT STEEL BRIDGE, TYPE 1 , STR NO 2 | | |
0016 619-09434 4547.000 SFT | 1.00000 4547.00| 3.00000 13641.00| 5.46000 24826.62
PAINT STEEL BRIDGE, TYPE 1 , STR NO 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 490 -3
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1778430 |( 3 ) 35-2019240
|ICARUS INDUSTRIAL PAINTING |N I SPANOS PAINTING INC |CENTRAL PAINTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 619-09434 3843.000 SFT | 1.00000 3843.00| 3.00000 11529.00| 5.20000 19983.60
PAINT STEEL BRIDGE, TYPE 1 , STR NO 4 | | |
0018 619-09434 3843.000 SFT | 1.00000 3843.00| 3.00000 11529.00| 5.20000 19983.60
PAINT STEEL BRIDGE, TYPE 1 , STR NO 5 | | |
0019 628-09408 6.000 MOS | 500.00000 3000.00| 150.00000 900.00| 100.00000 600.00
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0020 628-09409 6.000 MOS | 100.00000 600.00| 50.00000 300.00| 100.00000 600.00
MOBILE INTERNET SERVICE , ONE EACH | | |
0021 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 1000.00000 1000.00
SURFACE SEAL , STR NO 1 | | |
0022 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00
SURFACE SEAL , STR NO 2 | | |
0023 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00
SURFACE SEAL , STR NO 3 | | |
0024 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00
SURFACE SEAL , STR NO 4 | | |
0025 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00
SURFACE SEAL , STR NO 5 | | |
0026 801-01093 2.000 EACH | 455.00000 910.00| 300.00000 600.00| 1000.00000 2000.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0027 801-03290 14.000 EACH | 169.00000 2366.00| 50.00000 700.00| 10.00000 140.00
CONSTRUCTION SIGN, C | | |
0028 801-06640 48.000 EACH | 135.00000 6480.00| 30.00000 1440.00| 10.00000 480.00
CONSTRUCTION SIGN, A | | |
0029 801-06710 360.000 DAY | 9.75000 3510.00| 1.00000 360.00| 10.00000 3600.00
FLASHING ARROW SIGN | | |
0030 801-06775 LUMP | 455.00000 455.00| 3000.00000 3000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
0031 801-09133 2.000 EACH | 4500.00000 9000.00| 1000.00000 2000.00| 3000.00000 6000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0032 801-92448 900.000 DAY | 2.25000 2025.00| 2.00000 1800.00| 0.50000 450.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 472,943.35| $ 547,768.00| $ 605,654.64
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 472,943.35| $ 547,768.00| $ 605,654.64
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 490 -4
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 20-1396310 |( 5 ) 35-1645115 |( 6 ) 35-1841931
|SEI COATINGS LLC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 200.00000 200.00| 60.00000 60.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 100.00000 600.00| 60.00000 360.00| 50.00000 300.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 32750.00000 32750.00| 34080.00000 34080.00| 39432.80000 39432.80
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-09423 26813.000 SFT | 7.50000 201097.50| 12.00000 321756.00| 15.15000 406216.95
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 1 | | |
0010 619-09423 4576.000 SFT | 12.25000 56056.00| 16.00000 73216.00| 15.39000 70424.64
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 2 | | |
0011 619-09423 4547.000 SFT | 12.25000 55700.75| 16.10000 73206.70| 15.49000 70433.03
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 3 | | |
0012 619-09423 3843.000 SFT | 12.25000 47076.75| 19.00000 73017.00| 15.27000 58682.61
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 4 | | |
0013 619-09423 3843.000 SFT | 12.25000 47076.75| 19.00000 73017.00| 17.82000 68482.26
CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | |
NO 5 | | |
0014 619-09434 26183.000 SFT | 2.75000 72003.25| 1.50000 39274.50| 1.68000 43987.44
PAINT STEEL BRIDGE, TYPE 1 , STR NO 1 | | |
0015 619-09434 4576.000 SFT | 6.50000 29744.00| 2.70000 12355.20| 1.71000 7824.96
PAINT STEEL BRIDGE, TYPE 1 , STR NO 2 | | |
0016 619-09434 4547.000 SFT | 6.50000 29555.50| 2.70000 12276.90| 1.72000 7820.84
PAINT STEEL BRIDGE, TYPE 1 , STR NO 3 | | |
0017 619-09434 3843.000 SFT | 6.50000 24979.50| 2.70000 10376.10| 1.70000 6533.10
PAINT STEEL BRIDGE, TYPE 1 , STR NO 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 490 -5
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 20-1396310 |( 5 ) 35-1645115 |( 6 ) 35-1841931
|SEI COATINGS LLC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 619-09434 3843.000 SFT | 6.50000 24979.50| 2.80000 10760.40| 1.98000 7609.14
PAINT STEEL BRIDGE, TYPE 1 , STR NO 5 | | |
0019 628-09408 6.000 MOS | 100.00000 600.00| 215.00000 1290.00| 20.00000 120.00
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0020 628-09409 6.000 MOS | 80.00000 480.00| 60.00000 360.00| 20.00000 120.00
MOBILE INTERNET SERVICE , ONE EACH | | |
0021 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00
SURFACE SEAL , STR NO 1 | | |
0022 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00
SURFACE SEAL , STR NO 2 | | |
0023 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00
SURFACE SEAL , STR NO 3 | | |
0024 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00
SURFACE SEAL , STR NO 4 | | |
0025 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00
SURFACE SEAL , STR NO 5 | | |
0026 801-01093 2.000 EACH | 450.00000 900.00| 125.00000 250.00| 40.00000 80.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0027 801-03290 14.000 EACH | 260.00000 3640.00| 71.50000 1001.00| 1.00000 14.00
CONSTRUCTION SIGN, C | | |
0028 801-06640 48.000 EACH | 165.00000 7920.00| 20.90000 1003.20| 1.00000 48.00
CONSTRUCTION SIGN, A | | |
0029 801-06710 360.000 DAY | 20.00000 7200.00| 3.00000 1080.00| 1.00000 360.00
FLASHING ARROW SIGN | | |
0030 801-06775 LUMP | 6500.00000 6500.00| 1000.00000 1000.00| 300.00000 300.00
MAINTAINING TRAFFIC | | |
0031 801-09133 2.000 EACH | 850.00000 1700.00| 2550.00000 5100.00| 40.00000 80.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0032 801-92448 900.000 DAY | 2.25000 2025.00| 1.00000 900.00| 1.00000 900.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 655,289.50| $ 748,245.00| $ 797,374.77
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 655,289.50| $ 748,245.00| $ 797,374.77
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/18/11
LOCATION : ON CR 365E OVER LITTLE FLAT ROCK RIVER PROJECT(S) : 0500918
0600227
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1549010 MCALISTER EXCAVATING CO INC $ 661,959.41 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 722,540.71 109.1518%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 762,316.64 115.1606%
4 35-1917625 MILESTONE CONTRACTORS LP $ 773,553.12 116.8581%
5 35-1128289 BEATY CONSTRUCTION INC $ 800,677.23 120.9556%
6 35-1310611 DUNCAN ROBERTSON INC $ 816,492.01 123.3447%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 990,853.44 149.6849%
8 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,025,864.00 154.9739%
9 38-3806996 HIS CONSTRUCTORS INC $ 1,086,242.00 164.0950%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -2
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR 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 | 7000.00000 7000.00| 18500.00000 18500.00| 18000.00000 18000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 125.00000 125.00| 175.00000 175.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 70.00000 840.00| 125.00000 1500.00| 200.00000 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 105-09645 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 5400.00000 5400.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
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 109-08442 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 | 32500.00000 32500.00| 36000.00000 36000.00| 38750.00000 38750.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 5000.00000 5000.00| 16463.67000 16463.67| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE , DES 0500918 | | |
0015 202-51330 LUMP | 8000.00000 8000.00| 10369.72000 10369.72| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE , DES 0600227 | | |
0016 203-02000 7830.000 CYS | 9.00000 70470.00| 7.05400 55232.82| 12.00000 93960.00
EXCAVATION, COMMON | | |
0017 203-02070 835.000 CYS | 13.00000 10855.00| 14.79800 12356.33| 13.00000 10855.00
BORROW | | |
0018 205-03371 40.000 CYS | 11.00000 440.00| 58.25600 2330.24| 23.00000 920.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -3
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 31.000 TON | 40.00000 1240.00| 40.17200 1245.33| 48.00000 1488.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 278.000 LFT | 9.00000 2502.00| 9.10000 2529.80| 9.00000 2502.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06936 10.000 TON | 20.00000 200.00| 52.47700 524.77| 100.00000 1000.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 440.000 LFT | 2.20000 968.00| 2.70000 1188.00| 2.20000 968.00
TEMPORARY SILT FENCE | | |
0023 205-06938 204.000 LFT | 10.00000 2040.00| 7.44300 1518.37| 46.00000 9384.00
TEMPORARY SLOPE DRAIN | | |
0024 205-09543 100.000 TON | 14.00000 1400.00| 24.82000 2482.00| 16.00000 1600.00
NO 2 STONE | | |
0025 206-51230 85.000 CYS | 22.00000 1870.00| 18.26200 1552.27| 28.00000 2380.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0026 207-08266 6920.000 SYS | 2.00000 13840.00| 2.65800 18393.36| 3.20000 22144.00
SUBGRADE TREATMENT, TYPE III | | |
0027 207-08267 360.000 SYS | 8.00000 2880.00| 10.07500 3627.00| 8.50000 3060.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 38.000 CYS | 40.00000 1520.00| 58.82800 2235.46| 47.00000 1786.00
AGGREGATE FOR END BENT BACKFILL | | |
0029 211-09264 29.000 CYS | 30.00000 870.00| 84.95000 2463.55| 48.00000 1392.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0030 301-07448 2050.000 TON | 16.00000 32800.00| 15.68800 32160.40| 16.50000 33825.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 50.000 CYS | 31.00000 1550.00| 62.49100 3124.55| 47.00000 2350.00
DENSE GRADED SUBBASE | | |
0032 402-07432 470.000 TON | 77.00000 36190.00| 60.00000 28200.00| 70.00000 32900.00
HMA SURFACE, TYPE A | | |
0033 402-07435 795.000 TON | 66.00000 52470.00| 56.50000 44917.50| 65.00000 51675.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 5685.000 SYS | 0.22000 1250.70| 0.08000 454.80| 0.15000 852.75
ASPHALT FOR TACK COAT | | |
0035 601-01625 2.000 EACH | 1500.00000 3000.00| 1365.00000 2730.00| 1450.00000 2900.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-01839 1.000 EACH | 1945.00000 1945.00| 1770.00000 1770.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0037 601-06037 7.000 EACH | 951.00000 6657.00| 865.00000 6055.00| 925.00000 6475.00
GUARDRAIL END TREATMENT, I | | |
0038 601-06374 8.000 EACH | 880.00000 7040.00| 800.00000 6400.00| 900.00000 7200.00
GUARDRAIL TRANSITION, TGS-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -4
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-99105 1607.000 LFT | 17.50000 28122.50| 16.00000 25712.00| 17.00000 27319.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0040 605-06120 30.000 LFT | 20.00000 600.00| 35.00000 1050.00| 22.00000 660.00
CURB, CONCRETE | | |
0041 608-04395 10.000 TON | 40.00000 400.00| 67.76500 677.65| 38.00000 380.00
AGGREGATE FOR SHOULDER DRAINS | | |
0042 609-06257 294.000 SYS | 60.00000 17640.00| 70.25100 20653.79| 49.00000 14406.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0043 610-07486 99.000 TON | 88.00000 8712.00| 90.00000 8910.00| 80.00000 7920.00
HMA FOR APPROACHES, TYPE A | | |
0044 611-06497 2.000 EACH | 192.50000 385.00| 175.00000 350.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06505 2.000 EACH | 836.00000 1672.00| 760.00000 1520.00| 800.00000 1600.00
MONUMENT, B | | |
0046 616-02320 1620.000 SYS | 2.00000 3240.00| 1.77000 2867.40| 4.30000 6966.00
GEOTEXTILES | | |
0047 616-06405 1031.000 TON | 22.00000 22682.00| 24.52100 25281.15| 27.00000 27837.00
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 577.00000 1154.00| 650.00000 1300.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-06545 1.800 TON | 660.00000 1188.00| 510.00000 918.00| 630.00000 1134.00
FERTILIZER | | |
0050 621-06553 615.000 LBS | 2.75000 1691.25| 6.30000 3874.50| 2.70000 1660.50
SEED MIXTURE, R | | |
0051 621-06557 540.000 LBS | 0.11000 59.40| 5.33000 2878.20| 0.15000 81.00
SEED MIXTURE, T | | |
0052 621-06565 14.400 TON | 357.00000 5140.80| 230.00000 3312.00| 340.00000 4896.00
MULCHING MATERIAL | | |
0053 621-06567 4.600 kGAL | 0.01000 0.05| 1.00000 4.60| 0.02000 0.09
WATER | | |
0054 621-06574 650.000 SYS | 4.75000 3087.50| 2.99000 1943.50| 3.50000 2275.00
SODDING | | |
0055 621-06575 625.000 SYS | 4.75000 2968.75| 2.99000 1868.75| 3.50000 2187.50
SODDING, NURSERY | | |
0056 622-52436 12.000 EACH | 30.00000 360.00| 49.00000 588.00| 39.00000 468.00
SIGN, DO NOT MOW OR SPRAY | | |
0057 622-91786 94.000 EACH | 6.89000 647.66| 9.65000 907.10| 7.50000 705.00
SEEDLING | | |
0058 628-09401 24.000 MOS | 300.00000 7200.00| 1443.67300 34648.15| 1600.00000 38400.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -5
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 701-09682 16.000 EACH | 100.00000 1600.00| 117.23900 1875.82| 105.00000 1680.00
PILE SHOE, HP 12 X 63 | | |
0060 701-51195 760.000 LFT | 45.00000 34200.00| 41.26800 31363.68| 72.00000 54720.00
PILE, STEEL H, HP 12 IN X 53 | | |
0061 703-06029 37976.000 LBS | 0.80000 30380.80| 1.07200 40710.27| 0.95000 36077.20
REINFORCING BARS, EPOXY COATED | | |
0062 704-51002 136.600 CYS | 500.00000 68300.00| 608.15900 83074.52| 600.00000 81960.00
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 250.000 LFT | 55.00000 13750.00| 51.00000 12750.00| 54.00000 13500.00
RAILING, TS-1 | | |
0064 707-07776 1332.000 LFT | 46.50000 61938.00| 47.29500 62996.94| 1.00000 1332.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0065 709-51821 LUMP | 2000.00000 2000.00| 1900.22000 1900.22| 3200.00000 3200.00
SURFACE SEAL | | |
0066 715-05121 58.000 LFT | 23.00000 1334.00| 34.23400 1985.57| 43.00000 2494.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0067 715-05171 106.000 LFT | 23.00000 2438.00| 31.99500 3391.47| 36.00000 3816.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0068 715-05407 168.000 LFT | 12.00000 2016.00| 7.78200 1307.38| 9.70000 1629.60
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-46010 7.000 EACH | 250.00000 1750.00| 326.64700 2286.53| 275.00000 1925.00
PIPE END SECTION, 18 IN | | |
0070 720-45030 1.000 EACH | 950.00000 950.00| 1803.58000 1803.58| 1100.00000 1100.00
INLET, E7 | | |
0071 801-04308 6.000 EACH | 240.00000 1440.00| 220.00000 1320.00| 425.00000 2550.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06625 1.000 EACH | 150.00000 150.00| 125.00000 125.00| 180.00000 180.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0073 801-07118 96.000 LFT | 14.00000 1344.00| 12.00000 1152.00| 13.00000 1248.00
BARRICADE, III-A | | |
0074 801-07119 48.000 LFT | 14.00000 672.00| 12.00000 576.00| 13.00000 624.00
BARRICADE, III-B | | |
0075 802-09838 6.000 SFT | 25.00000 150.00| 23.00000 138.00| 26.00000 156.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0076 802-76055 14.000 LFT | 9.00000 126.00| 8.00000 112.00| 9.00000 126.00
SIGN POST, A | | |
0077 808-06726 20.000 LFT | 25.00000 500.00| 20.00000 400.00| 14.00000 280.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
SECTION TOTALS | $ 661,959.41| $ 722,540.71| $ 762,316.64
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 661,959.41| $ 722,540.71| $ 762,316.64
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -6
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 12275.00000 12275.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 350.00000 350.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 75.00000 900.00| 90.00000 1080.00| 75.00000 900.00
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 105-09645 LUMP | 21400.00000 21400.00| 3600.00000 3600.00| 2500.00000 2500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
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 109-08442 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 | 39500.00000 39500.00| 40250.00000 40250.00| 40000.00000 40000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 39500.00000 39500.00| 40250.00000 40250.00| 40000.00000 40000.00
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 35000.00000 35000.00| 42811.34000 42811.34| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE , DES 0500918 | | |
0015 202-51330 LUMP | 30000.00000 30000.00| 42811.34000 42811.34| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE , DES 0600227 | | |
0016 203-02000 7830.000 CYS | 7.00000 54810.00| 7.00000 54810.00| 8.00000 62640.00
EXCAVATION, COMMON | | |
0017 203-02070 835.000 CYS | 6.00000 5010.00| 13.00000 10855.00| 12.50000 10437.50
BORROW | | |
0018 205-03371 40.000 CYS | 20.00000 800.00| 16.00000 640.00| 10.00000 400.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -7
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 31.000 TON | 28.00000 868.00| 60.00000 1860.00| 30.00000 930.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 278.000 LFT | 9.00000 2502.00| 8.65000 2404.70| 1.00000 278.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06936 10.000 TON | 30.00000 300.00| 90.00000 900.00| 30.00000 300.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 440.000 LFT | 2.70000 1188.00| 2.20000 968.00| 3.00000 1320.00
TEMPORARY SILT FENCE | | |
0023 205-06938 204.000 LFT | 8.00000 1632.00| 30.00000 6120.00| 10.00000 2040.00
TEMPORARY SLOPE DRAIN | | |
0024 205-09543 100.000 TON | 20.00000 2000.00| 30.00000 3000.00| 20.00000 2000.00
NO 2 STONE | | |
0025 206-51230 85.000 CYS | 10.00000 850.00| 15.00000 1275.00| 20.00000 1700.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0026 207-08266 6920.000 SYS | 5.00000 34600.00| 0.85000 5882.00| 3.00000 20760.00
SUBGRADE TREATMENT, TYPE III | | |
0027 207-08267 360.000 SYS | 8.00000 2880.00| 9.50000 3420.00| 5.00000 1800.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 38.000 CYS | 90.00000 3420.00| 60.00000 2280.00| 40.00000 1520.00
AGGREGATE FOR END BENT BACKFILL | | |
0029 211-09264 29.000 CYS | 40.00000 1160.00| 30.00000 870.00| 40.00000 1160.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0030 301-07448 2050.000 TON | 14.00000 28700.00| 18.00000 36900.00| 20.00000 41000.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 50.000 CYS | 70.00000 3500.00| 60.00000 3000.00| 40.00000 2000.00
DENSE GRADED SUBBASE | | |
0032 402-07432 470.000 TON | 60.00000 28200.00| 62.00000 29140.00| 75.00000 35250.00
HMA SURFACE, TYPE A | | |
0033 402-07435 795.000 TON | 56.50000 44917.50| 60.00000 47700.00| 65.00000 51675.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 5685.000 SYS | 0.08000 454.80| 0.09000 511.65| 0.22000 1250.70
ASPHALT FOR TACK COAT | | |
0035 601-01625 2.000 EACH | 1400.00000 2800.00| 1365.00000 2730.00| 1500.00000 3000.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-01839 1.000 EACH | 1800.00000 1800.00| 1770.00000 1770.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0037 601-06037 7.000 EACH | 870.00000 6090.00| 865.00000 6055.00| 925.00000 6475.00
GUARDRAIL END TREATMENT, I | | |
0038 601-06374 8.000 EACH | 810.00000 6480.00| 800.00000 6400.00| 875.00000 7000.00
GUARDRAIL TRANSITION, TGS-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -8
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-99105 1607.000 LFT | 16.00000 25712.00| 16.00000 25712.00| 17.00000 27319.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0040 605-06120 30.000 LFT | 30.00000 900.00| 30.00000 900.00| 15.00000 450.00
CURB, CONCRETE | | |
0041 608-04395 10.000 TON | 30.00000 300.00| 30.00000 300.00| 10.00000 100.00
AGGREGATE FOR SHOULDER DRAINS | | |
0042 609-06257 294.000 SYS | 70.00000 20580.00| 80.00000 23520.00| 90.00000 26460.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0043 610-07486 99.000 TON | 90.00000 8910.00| 95.00000 9405.00| 85.00000 8415.00
HMA FOR APPROACHES, TYPE A | | |
0044 611-06497 2.000 EACH | 180.00000 360.00| 175.00000 350.00| 100.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06505 2.000 EACH | 770.00000 1540.00| 760.00000 1520.00| 500.00000 1000.00
MONUMENT, B | | |
0046 616-02320 1620.000 SYS | 2.00000 3240.00| 2.40000 3888.00| 3.50000 5670.00
GEOTEXTILES | | |
0047 616-06405 1031.000 TON | 28.00000 28868.00| 30.00000 30930.00| 25.00000 25775.00
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 600.00000 1200.00| 550.00000 1100.00| 700.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-06545 1.800 TON | 510.00000 918.00| 650.00000 1170.00| 550.00000 990.00
FERTILIZER | | |
0050 621-06553 615.000 LBS | 6.50000 3997.50| 2.70000 1660.50| 7.00000 4305.00
SEED MIXTURE, R | | |
0051 621-06557 540.000 LBS | 5.50000 2970.00| 0.10000 54.00| 6.00000 3240.00
SEED MIXTURE, T | | |
0052 621-06565 14.400 TON | 230.00000 3312.00| 350.00000 5040.00| 250.00000 3600.00
MULCHING MATERIAL | | |
0053 621-06567 4.600 kGAL | 1.00000 4.60| 0.01000 0.05| 1.10000 5.06
WATER | | |
0054 621-06574 650.000 SYS | 3.00000 1950.00| 4.65000 3022.50| 3.25000 2112.50
SODDING | | |
0055 621-06575 625.000 SYS | 3.00000 1875.00| 4.65000 2906.25| 3.25000 2031.25
SODDING, NURSERY | | |
0056 622-52436 12.000 EACH | 50.00000 600.00| 38.00000 456.00| 55.00000 660.00
SIGN, DO NOT MOW OR SPRAY | | |
0057 622-91786 94.000 EACH | 10.00000 940.00| 7.75000 728.50| 10.00000 940.00
SEEDLING | | |
0058 628-09401 24.000 MOS | 992.00000 23808.00| 1500.00000 36000.00| 500.00000 12000.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -9
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 701-09682 16.000 EACH | 50.00000 800.00| 105.00000 1680.00| 125.00000 2000.00
PILE SHOE, HP 12 X 63 | | |
0060 701-51195 760.000 LFT | 42.00000 31920.00| 41.50000 31540.00| 40.00000 30400.00
PILE, STEEL H, HP 12 IN X 53 | | |
0061 703-06029 37976.000 LBS | 0.97000 36836.72| 0.90000 34178.40| 1.00000 37976.00
REINFORCING BARS, EPOXY COATED | | |
0062 704-51002 136.600 CYS | 760.00000 103816.00| 650.00000 88790.00| 1200.00000 163920.00
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 250.000 LFT | 52.00000 13000.00| 45.00000 11250.00| 55.00000 13750.00
RAILING, TS-1 | | |
0064 707-07776 1332.000 LFT | 20.00000 26640.00| 40.00000 53280.00| 10.00000 13320.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0065 709-51821 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00
SURFACE SEAL | | |
0066 715-05121 58.000 LFT | 23.00000 1334.00| 40.00000 2320.00| 35.00000 2030.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0067 715-05171 106.000 LFT | 23.00000 2438.00| 50.00000 5300.00| 35.00000 3710.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0068 715-05407 168.000 LFT | 14.00000 2352.00| 8.50000 1428.00| 10.00000 1680.00
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-46010 7.000 EACH | 320.00000 2240.00| 275.00000 1925.00| 250.00000 1750.00
PIPE END SECTION, 18 IN | | |
0070 720-45030 1.000 EACH | 1400.00000 1400.00| 1200.00000 1200.00| 1750.00000 1750.00
INLET, E7 | | |
0071 801-04308 6.000 EACH | 400.00000 2400.00| 250.00000 1500.00| 240.00000 1440.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06625 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 135.00000 135.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0073 801-07118 96.000 LFT | 13.00000 1248.00| 13.00000 1248.00| 13.00000 1248.00
BARRICADE, III-A | | |
0074 801-07119 48.000 LFT | 13.00000 624.00| 13.00000 624.00| 13.00000 624.00
BARRICADE, III-B | | |
0075 802-09838 6.000 SFT | 23.00000 138.00| 23.00000 138.00| 16.50000 99.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0076 802-76055 14.000 LFT | 8.00000 112.00| 8.00000 112.00| 11.00000 154.00
SIGN POST, A | | |
0077 808-06726 20.000 LFT | 12.50000 250.00| 21.25000 425.00| 22.00000 440.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
SECTION TOTALS | $ 773,553.12| $ 800,677.23| $ 816,492.01
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 773,553.12| $ 800,677.23| $ 816,492.01
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -10
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996
|AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 11300.00000 11300.00| 11600.00000 11600.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 300.00000 300.00| 150.00000 150.00| 560.00000 560.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 75.00000 900.00| 150.00000 1800.00| 400.00000 4800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09645 LUMP | 2000.00000 2000.00| 1200.00000 1200.00| 7546.00000 7546.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
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 109-08442 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 | 49542.67000 49542.67| 50000.00000 50000.00| 45291.82000 45291.82
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 49542.67000 49542.67| 24981.38000 24981.38| 30500.00000 30500.00
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 55000.00000 55000.00| 18000.00000 18000.00| 17180.00000 17180.00
PRESENT STRUCTURE, REMOVE , DES 0500918 | | |
0015 202-51330 LUMP | 50000.00000 50000.00| 20000.00000 20000.00| 18000.00000 18000.00
PRESENT STRUCTURE, REMOVE , DES 0600227 | | |
0016 203-02000 7830.000 CYS | 10.00000 78300.00| 32.00000 250560.00| 19.00000 148770.00
EXCAVATION, COMMON | | |
0017 203-02070 835.000 CYS | 10.00000 8350.00| 15.00000 12525.00| 21.00000 17535.00
BORROW | | |
0018 205-03371 40.000 CYS | 28.00000 1120.00| 20.00000 800.00| 32.00000 1280.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -11
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996
|AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 31.000 TON | 65.00000 2015.00| 40.00000 1240.00| 36.00000 1116.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 278.000 LFT | 8.00000 2224.00| 8.00000 2224.00| 9.40000 2613.20
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06936 10.000 TON | 150.00000 1500.00| 34.00000 340.00| 70.00000 700.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 440.000 LFT | 2.00000 880.00| 2.00000 880.00| 2.75000 1210.00
TEMPORARY SILT FENCE | | |
0023 205-06938 204.000 LFT | 53.00000 10812.00| 15.00000 3060.00| 48.00000 9792.00
TEMPORARY SLOPE DRAIN | | |
0024 205-09543 100.000 TON | 31.00000 3100.00| 20.00000 2000.00| 20.00000 2000.00
NO 2 STONE | | |
0025 206-51230 85.000 CYS | 40.00000 3400.00| 28.00000 2380.00| 59.00000 5015.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0026 207-08266 6920.000 SYS | 6.00000 41520.00| 6.00000 41520.00| 4.50000 31140.00
SUBGRADE TREATMENT, TYPE III | | |
0027 207-08267 360.000 SYS | 14.00000 5040.00| 6.00000 2160.00| 14.50000 5220.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 38.000 CYS | 96.00000 3648.00| 26.00000 988.00| 75.00000 2850.00
AGGREGATE FOR END BENT BACKFILL | | |
0029 211-09264 29.000 CYS | 30.00000 870.00| 18.00000 522.00| 16.08000 466.32
STRUCTURAL BACKFILL, TYPE 1 | | |
0030 301-07448 2050.000 TON | 26.00000 53300.00| 13.00000 26650.00| 21.00000 43050.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 50.000 CYS | 80.00000 4000.00| 37.00000 1850.00| 94.00000 4700.00
DENSE GRADED SUBBASE | | |
0032 402-07432 470.000 TON | 60.00000 28200.00| 76.00000 35720.00| 72.00000 33840.00
HMA SURFACE, TYPE A | | |
0033 402-07435 795.000 TON | 56.50000 44917.50| 65.00000 51675.00| 55.00000 43725.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 5685.000 SYS | 0.08000 454.80| 0.10000 568.50| 0.10000 568.50
ASPHALT FOR TACK COAT | | |
0035 601-01625 2.000 EACH | 1365.00000 2730.00| 1365.00000 2730.00| 1400.00000 2800.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-01839 1.000 EACH | 1770.00000 1770.00| 1770.00000 1770.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0037 601-06037 7.000 EACH | 865.00000 6055.00| 865.00000 6055.00| 900.00000 6300.00
GUARDRAIL END TREATMENT, I | | |
0038 601-06374 8.000 EACH | 800.00000 6400.00| 800.00000 6400.00| 830.00000 6640.00
GUARDRAIL TRANSITION, TGS-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -12
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996
|AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-99105 1607.000 LFT | 16.00000 25712.00| 16.00000 25712.00| 16.60000 26676.20
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0040 605-06120 30.000 LFT | 52.20000 1566.00| 15.00000 450.00| 102.00000 3060.00
CURB, CONCRETE | | |
0041 608-04395 10.000 TON | 45.52000 455.20| 43.00000 430.00| 72.00000 720.00
AGGREGATE FOR SHOULDER DRAINS | | |
0042 609-06257 294.000 SYS | 100.00000 29400.00| 95.00000 27930.00| 135.00000 39690.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0043 610-07486 99.000 TON | 90.00000 8910.00| 96.00000 9504.00| 101.00000 9999.00
HMA FOR APPROACHES, TYPE A | | |
0044 611-06497 2.000 EACH | 175.00000 350.00| 175.00000 350.00| 181.00000 362.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06505 2.000 EACH | 760.00000 1520.00| 760.00000 1520.00| 790.00000 1580.00
MONUMENT, B | | |
0046 616-02320 1620.000 SYS | 4.00000 6480.00| 3.00000 4860.00| 2.30000 3726.00
GEOTEXTILES | | |
0047 616-06405 1031.000 TON | 40.00000 41240.00| 28.00000 28868.00| 33.00000 34023.00
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 670.00000 1340.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-06545 1.800 TON | 600.00000 1080.00| 600.00000 1080.00| 528.00000 950.40
FERTILIZER | | |
0050 621-06553 615.000 LBS | 2.50000 1537.50| 2.50000 1537.50| 6.50000 3997.50
SEED MIXTURE, R | | |
0051 621-06557 540.000 LBS | 0.10000 54.00| 0.10000 54.00| 5.50000 2970.00
SEED MIXTURE, T | | |
0052 621-06565 14.400 TON | 328.00000 4723.20| 328.00000 4723.20| 240.00000 3456.00
MULCHING MATERIAL | | |
0053 621-06567 4.600 kGAL | 0.01000 0.05| 0.01000 0.05| 1.10000 5.06
WATER | | |
0054 621-06574 650.000 SYS | 3.25000 2112.50| 3.25000 2112.50| 3.00000 1950.00
SODDING | | |
0055 621-06575 625.000 SYS | 3.25000 2031.25| 3.25000 2031.25| 3.00000 1875.00
SODDING, NURSERY | | |
0056 622-52436 12.000 EACH | 35.75000 429.00| 35.75000 429.00| 24.00000 288.00
SIGN, DO NOT MOW OR SPRAY | | |
0057 622-91786 94.000 EACH | 7.25000 681.50| 7.25000 681.50| 10.00000 940.00
SEEDLING | | |
0058 628-09401 24.000 MOS | 2000.00000 48000.00| 2000.00000 48000.00| 1790.00000 42960.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 500 -13
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996
|AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 701-09682 16.000 EACH | 150.00000 2400.00| 105.00000 1680.00| 126.00000 2016.00
PILE SHOE, HP 12 X 63 | | |
0060 701-51195 760.000 LFT | 50.00000 38000.00| 55.00000 41800.00| 78.00000 59280.00
PILE, STEEL H, HP 12 IN X 53 | | |
0061 703-06029 37976.000 LBS | 1.10000 41773.60| 1.12000 42533.12| 1.00000 37976.00
REINFORCING BARS, EPOXY COATED | | |
0062 704-51002 136.600 CYS | 830.00000 113378.00| 650.00000 88790.00| 1340.00000 183044.00
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 250.000 LFT | 51.00000 12750.00| 59.00000 14750.00| 62.00000 15500.00
RAILING, TS-1 | | |
0064 707-07776 1332.000 LFT | 40.00000 53280.00| 55.00000 73260.00| 60.00000 79920.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0065 709-51821 LUMP | 1900.00000 1900.00| 1900.00000 1900.00| 1960.00000 1960.00
SURFACE SEAL | | |
0066 715-05121 58.000 LFT | 60.00000 3480.00| 41.00000 2378.00| 78.00000 4524.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0067 715-05171 106.000 LFT | 63.00000 6678.00| 36.00000 3816.00| 32.00000 3392.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0068 715-05407 168.000 LFT | 20.00000 3360.00| 15.00000 2520.00| 11.00000 1848.00
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-46010 7.000 EACH | 400.00000 2800.00| 400.00000 2800.00| 350.00000 2450.00
PIPE END SECTION, 18 IN | | |
0070 720-45030 1.000 EACH | 2000.00000 2000.00| 1500.00000 1500.00| 1220.00000 1220.00
INLET, E7 | | |
0071 801-04308 6.000 EACH | 220.00000 1320.00| 195.00000 1170.00| 225.00000 1350.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06625 1.000 EACH | 125.00000 125.00| 150.00000 150.00| 128.00000 128.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0073 801-07118 96.000 LFT | 12.00000 1152.00| 19.75000 1896.00| 12.40000 1190.40
BARRICADE, III-A | | |
0074 801-07119 48.000 LFT | 12.00000 576.00| 19.00000 912.00| 12.40000 595.20
BARRICADE, III-B | | |
0075 802-09838 6.000 SFT | 23.00000 138.00| 23.00000 138.00| 23.50000 141.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0076 802-76055 14.000 LFT | 8.00000 112.00| 8.00000 112.00| 8.10000 113.40
SIGN POST, A | | |
0077 808-06726 20.000 LFT | 20.00000 400.00| 19.00000 380.00| 20.50000 410.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
SECTION TOTALS | $ 990,853.44| $ 1,025,864.00| $ 1,086,242.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 990,853.44| $ 1,025,864.00| $ 1,086,242.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 10/17/11
LOCATION : ON INDIAN LAKE BLVD OVER INDIAN CREEK PROJECT(S) : 0810331
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1128289 BEATY CONSTRUCTION INC $ 664,911.38 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 674,630.39 101.4617%
3 35-1310611 DUNCAN ROBERTSON INC $ 689,334.54 103.6731%
4 35-1381845 GEORGE R HARVEY & SON INC $ 689,547.43 103.7052%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 710,881.87 106.9138%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 714,073.14 107.3937%
7 38-3806996 HIS CONSTRUCTORS INC $ 850,700.00 127.9419%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -2
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611
|BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REHABILITATION
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 3672.00000 3672.00| 5500.00000 5500.00
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 | 33200.00000 33200.00| 34800.00000 34800.00| 32500.00000 32500.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 13250.00000 13250.00| 18754.88000 18754.88| 12000.00000 12000.00
CLEARING RIGHT OF WAY | | |
0008 202-51328 LUMP | 61000.00000 61000.00| 129791.53000 129791.53| 90000.00000 90000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0009 203-02000 389.000 CYS | 15.00000 5835.00| 48.18000 18742.02| 9.50000 3695.50
EXCAVATION, COMMON | | |
0010 203-02070 49.000 CYS | 5.00000 245.00| 0.01000 0.49| 25.00000 1225.00
BORROW | | |
0011 205-06937 483.000 LFT | 2.00000 966.00| 2.03000 980.49| 2.00000 966.00
TEMPORARY SILT FENCE | | |
0012 207-08263 382.000 SYS | 18.75000 7162.50| 23.86000 9114.52| 9.00000 3438.00
SUBGRADE TREATMENT, TYPE IA | | |
0013 207-08267 180.000 SYS | 10.00000 1800.00| 12.90000 2322.00| 9.00000 1620.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 211-06467 26.000 CYS | 40.00000 1040.00| 74.13000 1927.38| 60.00000 1560.00
AGGREGATE FOR END BENT BACKFILL | | |
0015 211-09264 29.000 CYS | 40.00000 1160.00| 38.50000 1116.50| 80.00000 2320.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0016 301-07448 150.000 TON | 40.00000 6000.00| 24.41000 3661.50| 22.00000 3300.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 302-07455 28.000 CYS | 40.00000 1120.00| 67.88000 1900.64| 50.00000 1400.00
DENSE GRADED SUBBASE | | |
0018 306-08043 370.000 SYS | 10.00000 3700.00| 14.33000 5302.10| 8.25000 3052.50
MILLING, TRANSITION | | |
0019 402-07432 110.000 TON | 130.00000 14300.00| 124.20000 13662.00| 83.50000 9185.00
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -3
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611
|BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07435 44.000 TON | 130.00000 5720.00| 106.65000 4692.60| 115.00000 5060.00
HMA INTERMEDIATE, TYPE A | | |
0021 402-07440 70.000 TON | 100.00000 7000.00| 103.95000 7276.50| 85.00000 5950.00
HMA BASE, TYPE A | | |
0022 406-05521 1161.000 SYS | 0.35000 406.35| 0.16000 185.76| 0.14000 162.54
ASPHALT FOR TACK COAT | | |
0023 601-01522 3.000 EACH | 1750.00000 5250.00| 1981.80000 5945.40| 2018.00000 6054.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-07009 1.000 EACH | 8500.00000 8500.00| 9612.00000 9612.00| 9790.00000 9790.00
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0025 601-94689 3.000 EACH | 2250.00000 6750.00| 2419.20000 7257.60| 2464.00000 7392.00
GUARDRAIL END TREATMENT, OS | | |
0026 601-99105 68.750 LFT | 17.50000 1203.13| 24.84000 1707.75| 25.00000 1718.75
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0027 605-52807 125.000 LFT | 35.00000 4375.00| 23.62000 2952.50| 21.00000 2625.00
CURB AND GUTTER, COMBINED , MODIFIED | | |
0028 609-06257 164.000 SYS | 105.00000 17220.00| 68.31000 11202.84| 90.00000 14760.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0029 610-07486 50.000 TON | 125.00000 6250.00| 103.14000 5157.00| 83.50000 4175.00
HMA FOR APPROACHES, TYPE A | | |
0030 611-06497 1.000 EACH | 225.00000 225.00| 232.20000 232.20| 236.00000 236.00
MAILBOX ASSEMBLY, SINGLE | | |
0031 616-02320 671.000 SYS | 2.50000 1677.50| 2.32000 1556.72| 2.50000 1677.50
GEOTEXTILES | | |
0032 616-06405 416.000 TON | 30.00000 12480.00| 23.18000 9642.88| 26.00000 10816.00
RIPRAP, REVETMENT | | |
0033 621-01004 2.000 EACH | 410.00000 820.00| 432.00000 864.00| 440.00000 880.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0034 621-02770 167.000 SYS | 3.25000 542.75| 3.46000 577.82| 3.52000 587.84
EROSION CONTROL BLANKET | | |
0035 621-06545 0.100 TON | 1300.00000 130.00| 1375.92000 137.59| 1401.00000 140.10
FERTILIZER | | |
0036 621-06557 30.000 LBS | 12.50000 375.00| 12.91000 387.30| 13.00000 390.00
SEED MIXTURE, T | | |
0037 621-06560 266.000 SYS | 2.50000 665.00| 2.61000 694.26| 2.66000 707.56
MULCHED SEEDING, U | | |
0038 621-06565 1.000 TON | 495.00000 495.00| 527.04000 527.04| 537.00000 537.00
MULCHING MATERIAL | | |
0039 621-06567 2.000 kGAL | 1.00000 2.00| 1.08000 2.16| 1.10000 2.20
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -4
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611
|BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-06574 73.000 SYS | 6.25000 456.25| 5.36000 391.28| 16.00000 1168.00
SODDING | | |
0041 621-06575 493.000 SYS | 6.25000 3081.25| 5.36000 2642.48| 16.00000 7888.00
SODDING, NURSERY | | |
0042 628-09402 9.000 MOS | 2500.00000 22500.00| 2007.50000 18067.50| 1350.00000 12150.00
FIELD OFFICE, B | | |
0043 702-51005 43.400 CYS | 1200.00000 52080.00| 428.18000 18583.01| 1100.00000 47740.00
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 384.000 LBS | 6.50000 2496.00| 3.77000 1447.68| 5.00000 1920.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 204.000 EACH | 25.00000 5100.00| 9.29000 1895.16| 6.00000 1224.00
FIELD DRILLED HOLE IN CONCRETE | | |
0046 702-92857 12.400 CYS | 900.00000 11160.00| 597.26000 7406.02| 1000.00000 12400.00
CONCRETE, C, SUBSTRUCTURE | | |
0047 702-95467 4.000 EACH | 900.00000 3600.00| 1073.00000 4292.00| 1100.00000 4400.00
ROADWAY DRAIN , MODIFIED | | |
0048 703-06028 6914.000 LBS | 0.85000 5876.90| 0.85000 5876.90| 0.95000 6568.30
REINFORCING BARS | | |
0049 703-06029 62915.000 LBS | 0.95000 59769.25| 0.89000 55994.35| 0.95000 59769.25
REINFORCING BARS, EPOXY COATED | | |
0050 704-51002 172.700 CYS | 605.00000 104483.50| 465.85000 80452.30| 670.00000 115709.00
CONCRETE, C, SUPERSTRUCTURE | | |
0051 706-06349 269.000 LFT | 110.00000 29590.00| 130.16000 35013.04| 142.00000 38198.00
RAILING, TX , MODIFIED | | |
0052 706-06372 4.000 EACH | 3375.00000 13500.00| 2200.00000 8800.00| 1980.00000 7920.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0053 707-07776 528.000 LFT | 170.00000 89760.00| 176.16000 93012.48| 200.00000 105600.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0054 709-51821 LUMP | 4400.00000 4400.00| 3834.00000 3834.00| 4350.00000 4350.00
SURFACE SEAL | | |
0055 715-05149 46.000 LFT | 50.00000 2300.00| 46.06000 2118.76| 21.00000 966.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0056 715-05152 10.000 LFT | 100.00000 1000.00| 94.78000 947.80| 65.00000 650.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0057 715-05407 100.000 LFT | 7.00000 700.00| 9.16000 916.00| 5.00000 500.00
PIPE, END BENT DRAIN, 6 IN | | |
0058 715-46000 2.000 EACH | 500.00000 1000.00| 279.07000 558.14| 300.00000 600.00
PIPE END SECTION, 12 IN | | |
0059 720-44000 1.000 EACH | 500.00000 500.00| 452.63000 452.63| 1250.00000 1250.00
CASTING, ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -5
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611
|BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 720-45235 1.000 EACH | 2250.00000 2250.00| 1940.75000 1940.75| 1750.00000 1750.00
CATCH BASIN, E7 | | |
0061 720-91051 2.000 EACH | 1500.00000 3000.00| 1439.53000 2879.06| 750.00000 1500.00
INLET, A | | |
0062 801-03290 3.000 EACH | 250.00000 750.00| 258.12000 774.36| 197.00000 591.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 275.00000 1650.00| 279.72000 1678.32| 412.00000 2472.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 11.000 EACH | 125.00000 1375.00| 128.52000 1413.72| 87.00000 957.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 12.000 EACH | 160.00000 1920.00| 160.92000 1931.04| 170.50000 2046.00
CONSTRUCTION SIGN, A | | |
0066 801-07118 64.000 LFT | 16.00000 1024.00| 16.20000 1036.80| 9.00000 576.00
BARRICADE, III-A | | |
0067 801-07119 128.000 LFT | 17.00000 2176.00| 18.36000 2350.08| 11.00000 1408.00
BARRICADE, III-B | | |
0068 802-07060 1.000 EACH | 100.00000 100.00| 73.44000 73.44| 192.50000 192.50
SIGN, SHEET, RELOCATE | | |
0071 808-10033 544.000 LFT | 1.00000 544.00| 1.03000 560.32| 1.00000 544.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0072 808-10034 900.000 LFT | 1.00000 900.00| 1.03000 927.00| 1.00000 900.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
SECTION TOTALS | $ 664,911.38| $ 674,630.39| $ 689,334.54
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 664,911.38| $ 674,630.39| $ 689,334.54
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -6
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837
|GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REHABILITATION
| | |
0001 105-06845 LUMP | 11000.00000 11000.00| 5400.00000 5400.00| 6579.65000 6579.65
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 | 34500.00000 34500.00| 35544.09000 35544.09| 35703.65000 35703.65
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 14500.00000 14500.00| 14217.63000 14217.63| 14281.46000 14281.46
CLEARING RIGHT OF WAY | | |
0008 202-51328 LUMP | 82000.00000 82000.00| 74000.00000 74000.00| 92768.81000 92768.81
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0009 203-02000 389.000 CYS | 17.60000 6846.40| 20.00000 7780.00| 39.13000 15221.57
EXCAVATION, COMMON | | |
0010 203-02070 49.000 CYS | 32.50000 1592.50| 30.00000 1470.00| 40.66000 1992.34
BORROW | | |
0011 205-06937 483.000 LFT | 3.50000 1690.50| 1.88000 908.04| 1.88000 908.04
TEMPORARY SILT FENCE | | |
0012 207-08263 382.000 SYS | 17.25000 6589.50| 25.00000 9550.00| 24.25000 9263.50
SUBGRADE TREATMENT, TYPE IA | | |
0013 207-08267 180.000 SYS | 14.85000 2673.00| 14.00000 2520.00| 14.50000 2610.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 211-06467 26.000 CYS | 80.00000 2080.00| 86.00000 2236.00| 62.07000 1613.82
AGGREGATE FOR END BENT BACKFILL | | |
0015 211-09264 29.000 CYS | 30.00000 870.00| 25.00000 725.00| 16.84000 488.36
STRUCTURAL BACKFILL, TYPE 1 | | |
0016 301-07448 150.000 TON | 30.00000 4500.00| 40.00000 6000.00| 38.80000 5820.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 302-07455 28.000 CYS | 32.20000 901.60| 75.00000 2100.00| 102.35000 2865.80
DENSE GRADED SUBBASE | | |
0018 306-08043 370.000 SYS | 12.50000 4625.00| 25.04000 9264.80| 14.90000 5513.00
MILLING, TRANSITION | | |
0019 402-07432 110.000 TON | 83.50000 9185.00| 75.85000 8343.50| 75.85000 8343.50
HMA SURFACE, TYPE A | | |
0020 402-07435 44.000 TON | 114.50000 5038.00| 104.20000 4584.80| 104.20000 4584.80
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -7
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837
|GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 402-07440 70.000 TON | 85.25000 5967.50| 77.50000 5425.00| 77.50000 5425.00
HMA BASE, TYPE A | | |
0022 406-05521 1161.000 SYS | 0.15000 174.15| 0.13000 150.93| 0.13000 150.93
ASPHALT FOR TACK COAT | | |
0023 601-01522 3.000 EACH | 2000.00000 6000.00| 1900.00000 5700.00| 1800.00000 5400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-07009 1.000 EACH | 9750.00000 9750.00| 7000.00000 7000.00| 8500.00000 8500.00
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0025 601-94689 3.000 EACH | 2475.00000 7425.00| 2400.00000 7200.00| 2250.00000 6750.00
GUARDRAIL END TREATMENT, OS | | |
0026 601-99105 68.750 LFT | 17.50000 1203.13| 24.00000 1650.00| 16.00000 1100.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0027 605-52807 125.000 LFT | 30.00000 3750.00| 30.00000 3750.00| 51.30000 6412.50
CURB AND GUTTER, COMBINED , MODIFIED | | |
0028 609-06257 164.000 SYS | 90.00000 14760.00| 120.00000 19680.00| 130.02000 21323.28
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0029 610-07486 50.000 TON | 83.50000 4175.00| 75.85000 3792.50| 75.85000 3792.50
HMA FOR APPROACHES, TYPE A | | |
0030 611-06497 1.000 EACH | 220.00000 220.00| 200.00000 200.00| 200.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0031 616-02320 671.000 SYS | 3.50000 2348.50| 3.50000 2348.50| 1.35000 905.85
GEOTEXTILES | | |
0032 616-06405 416.000 TON | 33.00000 13728.00| 32.00000 13312.00| 28.03000 11660.48
RIPRAP, REVETMENT | | |
0033 621-01004 2.000 EACH | 632.50000 1265.00| 400.00000 800.00| 400.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0034 621-02770 167.000 SYS | 2.00000 334.00| 3.20000 534.40| 3.20000 534.40
EROSION CONTROL BLANKET | | |
0035 621-06545 0.100 TON | 57.50000 5.75| 1274.00000 127.40| 1274.00000 127.40
FERTILIZER | | |
0036 621-06557 30.000 LBS | 27.60000 828.00| 11.95000 358.50| 11.95000 358.50
SEED MIXTURE, T | | |
0037 621-06560 266.000 SYS | 3.00000 798.00| 2.42000 643.72| 2.42000 643.72
MULCHED SEEDING, U | | |
0038 621-06565 1.000 TON | 345.00000 345.00| 488.00000 488.00| 488.00000 488.00
MULCHING MATERIAL | | |
0039 621-06567 2.000 kGAL | 23.00000 46.00| 1.00000 2.00| 1.00000 2.00
WATER | | |
0040 621-06574 73.000 SYS | 6.35000 463.55| 4.96000 362.08| 4.86000 354.78
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -8
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837
|GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-06575 493.000 SYS | 6.35000 3130.55| 4.96000 2445.28| 4.86000 2395.98
SODDING, NURSERY | | |
0042 628-09402 9.000 MOS | 2500.00000 22500.00| 2900.00000 26100.00| 1185.67000 10671.03
FIELD OFFICE, B | | |
0043 702-51005 43.400 CYS | 800.00000 34720.00| 900.00000 39060.00| 790.71000 34316.81
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 384.000 LBS | 5.00000 1920.00| 5.00000 1920.00| 4.58000 1758.72
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 204.000 EACH | 15.00000 3060.00| 15.00000 3060.00| 12.87000 2625.48
FIELD DRILLED HOLE IN CONCRETE | | |
0046 702-92857 12.400 CYS | 700.00000 8680.00| 1200.00000 14880.00| 1181.68000 14652.83
CONCRETE, C, SUBSTRUCTURE | | |
0047 702-95467 4.000 EACH | 1245.00000 4980.00| 650.00000 2600.00| 1129.09000 4516.36
ROADWAY DRAIN , MODIFIED | | |
0048 703-06028 6914.000 LBS | 0.90000 6222.60| 1.00000 6914.00| 0.89000 6153.46
REINFORCING BARS | | |
0049 703-06029 62915.000 LBS | 0.90000 56623.50| 1.10000 69206.50| 0.91000 57252.65
REINFORCING BARS, EPOXY COATED | | |
0050 704-51002 172.700 CYS | 575.00000 99302.50| 600.00000 103620.00| 804.21000 138887.07
CONCRETE, C, SUPERSTRUCTURE | | |
0051 706-06349 269.000 LFT | 142.00000 38198.00| 115.00000 30935.00| 129.00000 34701.00
RAILING, TX , MODIFIED | | |
0052 706-06372 4.000 EACH | 2000.00000 8000.00| 2800.00000 11200.00| 1800.00000 7200.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0053 707-07776 528.000 LFT | 213.00000 112464.00| 215.00000 113520.00| 164.96000 87098.88
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0054 709-51821 LUMP | 4360.00000 4360.00| 3960.00000 3960.00| 3960.00000 3960.00
SURFACE SEAL | | |
0055 715-05149 46.000 LFT | 18.00000 828.00| 60.00000 2760.00| 37.70000 1734.20
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0056 715-05152 10.000 LFT | 100.00000 1000.00| 75.00000 750.00| 169.44000 1694.40
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0057 715-05407 100.000 LFT | 10.00000 1000.00| 16.00000 1600.00| 12.07000 1207.00
PIPE, END BENT DRAIN, 6 IN | | |
0058 715-46000 2.000 EACH | 300.00000 600.00| 550.00000 1100.00| 526.67000 1053.34
PIPE END SECTION, 12 IN | | |
0059 720-44000 1.000 EACH | 300.00000 300.00| 750.00000 750.00| 432.83000 432.83
CASTING, ADJUST TO GRADE | | |
0060 720-45235 1.000 EACH | 1525.00000 1525.00| 3100.00000 3100.00| 2097.44000 2097.44
CATCH BASIN, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -9
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837
|GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 720-91051 2.000 EACH | 1265.00000 2530.00| 2350.00000 4700.00| 1477.77000 2955.54
INLET, A | | |
0062 801-03290 3.000 EACH | 340.00000 1020.00| 179.00000 537.00| 185.00000 555.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 368.00000 2208.00| 375.00000 2250.00| 185.00000 1110.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 11.000 EACH | 169.00000 1859.00| 79.00000 869.00| 150.00000 1650.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 12.000 EACH | 210.00000 2520.00| 155.00000 1860.00| 190.00000 2280.00
CONSTRUCTION SIGN, A | | |
0066 801-07118 64.000 LFT | 21.00000 1344.00| 8.00000 512.00| 19.25000 1232.00
BARRICADE, III-A | | |
0067 801-07119 128.000 LFT | 24.00000 3072.00| 9.90000 1267.20| 19.25000 2464.00
BARRICADE, III-B | | |
0068 802-07060 1.000 EACH | 77.00000 77.00| 150.00000 150.00| 70.00000 70.00
SIGN, SHEET, RELOCATE | | |
0071 808-10033 544.000 LFT | 2.30000 1251.20| 0.75000 408.00| 2.67000 1452.48
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0072 808-10034 900.000 LFT | 2.30000 2070.00| 0.75000 675.00| 2.67000 2403.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
SECTION TOTALS | $ 689,547.43| $ 710,881.87| $ 714,073.14
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 689,547.43| $ 710,881.87| $ 714,073.14
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -10
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-3806996 |( ) |( )
|HIS CONSTRUCTORS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REHABILITATION
| | |
0001 105-06845 LUMP | 3525.00000 3525.00| |
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 | 39536.50000 39536.50| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 17100.00000 17100.00| |
CLEARING RIGHT OF WAY | | |
0008 202-51328 LUMP | 120500.00000 120500.00| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0009 203-02000 389.000 CYS | 54.00000 21006.00| |
EXCAVATION, COMMON | | |
0010 203-02070 49.000 CYS | 60.00000 2940.00| |
BORROW | | |
0011 205-06937 483.000 LFT | 2.00000 966.00| |
TEMPORARY SILT FENCE | | |
0012 207-08263 382.000 SYS | 26.00000 9932.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0013 207-08267 180.000 SYS | 14.00000 2520.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 211-06467 26.000 CYS | 112.00000 2912.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0015 211-09264 29.000 CYS | 17.50000 507.50| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0016 301-07448 150.000 TON | 44.00000 6600.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 302-07455 28.000 CYS | 60.00000 1680.00| |
DENSE GRADED SUBBASE | | |
0018 306-08043 370.000 SYS | 10.50000 3885.00| |
MILLING, TRANSITION | | |
0019 402-07432 110.000 TON | 76.00000 8360.00| |
HMA SURFACE, TYPE A | | |
0020 402-07435 44.000 TON | 105.00000 4620.00| |
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -11
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-3806996 |( ) |( )
|HIS CONSTRUCTORS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 402-07440 70.000 TON | 80.00000 5600.00| |
HMA BASE, TYPE A | | |
0022 406-05521 1161.000 SYS | 0.15000 174.15| |
ASPHALT FOR TACK COAT | | |
0023 601-01522 3.000 EACH | 1870.00000 5610.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-07009 1.000 EACH | 8820.00000 8820.00| |
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0025 601-94689 3.000 EACH | 2340.00000 7020.00| |
GUARDRAIL END TREATMENT, OS | | |
0026 601-99105 68.750 LFT | 16.60000 1141.25| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0027 605-52807 125.000 LFT | 59.00000 7375.00| |
CURB AND GUTTER, COMBINED , MODIFIED | | |
0028 609-06257 164.000 SYS | 145.00000 23780.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0029 610-07486 50.000 TON | 78.00000 3900.00| |
HMA FOR APPROACHES, TYPE A | | |
0030 611-06497 1.000 EACH | 205.00000 205.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0031 616-02320 671.000 SYS | 2.50000 1677.50| |
GEOTEXTILES | | |
0032 616-06405 416.000 TON | 34.00000 14144.00| |
RIPRAP, REVETMENT | | |
0033 621-01004 2.000 EACH | 415.00000 830.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0034 621-02770 167.000 SYS | 3.30000 551.10| |
EROSION CONTROL BLANKET | | |
0035 621-06545 0.100 TON | 1310.00000 131.00| |
FERTILIZER | | |
0036 621-06557 30.000 LBS | 12.20000 366.00| |
SEED MIXTURE, T | | |
0037 621-06560 266.000 SYS | 2.50000 665.00| |
MULCHED SEEDING, U | | |
0038 621-06565 1.000 TON | 500.00000 500.00| |
MULCHING MATERIAL | | |
0039 621-06567 2.000 kGAL | 1.05000 2.10| |
WATER | | |
0040 621-06574 73.000 SYS | 5.10000 372.30| |
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -12
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-3806996 |( ) |( )
|HIS CONSTRUCTORS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-06575 493.000 SYS | 5.10000 2514.30| |
SODDING, NURSERY | | |
0042 628-09402 9.000 MOS | 2260.00000 20340.00| |
FIELD OFFICE, B | | |
0043 702-51005 43.400 CYS | 1750.00000 75950.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 384.000 LBS | 6.00000 2304.00| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 204.000 EACH | 21.00000 4284.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0046 702-92857 12.400 CYS | 1075.00000 13330.00| |
CONCRETE, C, SUBSTRUCTURE | | |
0047 702-95467 4.000 EACH | 1500.00000 6000.00| |
ROADWAY DRAIN , MODIFIED | | |
0048 703-06028 6914.000 LBS | 0.95000 6568.30| |
REINFORCING BARS | | |
0049 703-06029 62915.000 LBS | 1.00000 62915.00| |
REINFORCING BARS, EPOXY COATED | | |
0050 704-51002 172.700 CYS | 730.00000 126071.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0051 706-06349 269.000 LFT | 135.00000 36315.00| |
RAILING, TX , MODIFIED | | |
0052 706-06372 4.000 EACH | 7460.00000 29840.00| |
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0053 707-07776 528.000 LFT | 210.00000 110880.00| |
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
21" X 36" | | |
0054 709-51821 LUMP | 4100.00000 4100.00| |
SURFACE SEAL | | |
0055 715-05149 46.000 LFT | 46.00000 2116.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0056 715-05152 10.000 LFT | 180.00000 1800.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0057 715-05407 100.000 LFT | 9.00000 900.00| |
PIPE, END BENT DRAIN, 6 IN | | |
0058 715-46000 2.000 EACH | 600.00000 1200.00| |
PIPE END SECTION, 12 IN | | |
0059 720-44000 1.000 EACH | 750.00000 750.00| |
CASTING, ADJUST TO GRADE | | |
0060 720-45235 1.000 EACH | 1500.00000 1500.00| |
CATCH BASIN, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 510 -13
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION
LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-3806996 |( ) |( )
|HIS CONSTRUCTORS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 720-91051 2.000 EACH | 1400.00000 2800.00| |
INLET, A | | |
0062 801-03290 3.000 EACH | 190.00000 570.00| |
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 390.00000 2340.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 11.000 EACH | 82.00000 902.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 12.000 EACH | 160.00000 1920.00| |
CONSTRUCTION SIGN, A | | |
0066 801-07118 64.000 LFT | 8.20000 524.80| |
BARRICADE, III-A | | |
0067 801-07119 128.000 LFT | 10.00000 1280.00| |
BARRICADE, III-B | | |
0068 802-07060 1.000 EACH | 72.00000 72.00| |
SIGN, SHEET, RELOCATE | | |
0071 808-10033 544.000 LFT | 0.80000 435.20| |
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0072 808-10034 900.000 LFT | 0.80000 720.00| |
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
SECTION TOTALS | $ 850,700.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 850,700.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 540 -1
VENDOR RANKING
CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/04/11
LOCATION : ON PARK ROAD WITHING CLIFTY FALLS STATE PARK PROJECT(S) : 0800192
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 113,983.00 100.0000%
2 61-1352603 SEDAM CONTRACTING CO LLC $ 137,245.00 120.4083%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 138,660.50 121.6502%
4 35-0844079 PAUL H ROHE COMPANY $ 145,551.00 127.6954%
5 35-1917625 MILESTONE CONTRACTORS LP $ 177,452.00 155.6829%
6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 178,000.00 156.1636%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 540 -2
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 61-1352603 |( 3 ) 35-1487672
|DAVE OMARA CONTRACTOR INC |SEDAM CONTRACTING CO LLC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 100.00000 100.00| 900.00000 900.00| 2000.00000 2000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 120.00000 120.00| 161.00000 161.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 50.00000 150.00| 75.00000 225.00| 110.00000 330.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 500.00000 500.00| 750.00000 750.00| 6000.00000 6000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 301-07448 50.000 TON | 20.00000 1000.00| 24.00000 1200.00| 55.00000 2750.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0012 304-07490 250.000 TON | 80.00000 20000.00| 90.00000 22500.00| 120.49000 30122.50
HMA PATCHING, TYPE B | | |
0013 306-08043 200.000 SYS | 1.00000 200.00| 17.50000 3500.00| 16.00000 3200.00
MILLING, TRANSITION | | |
0014 402-07433 1357.000 TON | 61.00000 82777.00| 67.00000 90919.00| 58.00000 78706.00
HMA SURFACE, TYPE B | | |
0015 402-07451 100.000 TON | 61.00000 6100.00| 77.00000 7700.00| 75.00000 7500.00
HMA WEDGE AND LEVEL, TYPE B | | |
0016 406-05520 5.000 TON | 150.00000 750.00| 600.00000 3000.00| 525.00000 2625.00
ASPHALT FOR TACK COAT | | |
0017 628-09401 3.000 MOS | 400.00000 1200.00| 1400.00000 4200.00| 1100.00000 3300.00
FIELD OFFICE, A | | |
0018 801-03290 1.000 EACH | 100.00000 100.00| 400.00000 400.00| 260.00000 260.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 5.000 EACH | 100.00000 500.00| 165.00000 825.00| 160.00000 800.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 540 -3
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 61-1352603 |( 3 ) 35-1487672
|DAVE OMARA CONTRACTOR INC |SEDAM CONTRACTING CO LLC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06775 LUMP | 500.00000 500.00| 1000.00000 1000.00| 900.00000 900.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 113,983.00| $ 137,245.00| $ 138,660.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 113,983.00| $ 137,245.00| $ 138,660.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 540 -4
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-0844079 |( 5 ) 35-1917625 |( 6 ) 35-2040801
|PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP |GOHMANN ASPHALT & CONSTRUCTIO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 900.00000 900.00| 2000.00000 2000.00| 4000.00000 4000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 78.00000 78.00| 175.00000 175.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 110.00000 330.00| 100.00000 300.00| 100.00000 300.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 7650.00000 7650.00| 8400.00000 8400.00| 8800.00000 8800.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 301-07448 50.000 TON | 38.00000 1900.00| 65.00000 3250.00| 35.00000 1750.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0012 304-07490 250.000 TON | 84.00000 21000.00| 120.00000 30000.00| 180.00000 45000.00
HMA PATCHING, TYPE B | | |
0013 306-08043 200.000 SYS | 7.00000 1400.00| 13.00000 2600.00| 17.00000 3400.00
MILLING, TRANSITION | | |
0014 402-07433 1357.000 TON | 67.00000 90919.00| 78.00000 105846.00| 71.00000 96347.00
HMA SURFACE, TYPE B | | |
0015 402-07451 100.000 TON | 85.00000 8500.00| 100.00000 10000.00| 71.00000 7100.00
HMA WEDGE AND LEVEL, TYPE B | | |
0016 406-05520 5.000 TON | 250.00000 1250.00| 500.00000 2500.00| 500.00000 2500.00
ASPHALT FOR TACK COAT | | |
0017 628-09401 3.000 MOS | 1800.00000 5400.00| 2100.00000 6300.00| 1600.00000 4800.00
FIELD OFFICE, A | | |
0018 801-03290 1.000 EACH | 333.00000 333.00| 300.00000 300.00| 260.00000 260.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 5.000 EACH | 217.00000 1085.00| 175.00000 875.00| 160.00000 800.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 540 -5
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-0844079 |( 5 ) 35-1917625 |( 6 ) 35-2040801
|PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP |GOHMANN ASPHALT & CONSTRUCTIO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06775 LUMP | 4800.00000 4800.00| 4900.00000 4900.00| 2737.00000 2737.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 145,551.00| $ 177,452.00| $ 178,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 145,551.00| $ 177,452.00| $ 178,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 550 -1
VENDOR RANKING
CALL ORDER : 550 CONTRACT ID : M -31158-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, HERBICIDE TREATMENT COMPLETION DATE : 05/22/11
LOCATION : AT VARIOUS LOCATIONS WITHIN THE SEYMOUR DISTRICT PROJECT(S) : 0800577
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1038926 TOWNSEND CORPORATION $ 57,220.84 100.0000%
2 23-2332783 DEANGELO BROTHERS INC $ 82,389.07 143.9844%
3 35-1944148 DALTONS INC $ 90,436.18 158.0476%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 550 -2
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : M -31158-A COUNTIES : VARIOUS
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1038926 |( 2 ) 23-2332783 |( 3 ) 35-1944148
|TOWNSEND CORPORATION |DEANGELO BROTHERS INC |DALTONS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, HERBICIDE TREATMENT
| | |
0001 105-08520 1.000 EACH | 300.00000 300.00| 35.00000 35.00| 51.00000 51.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 2.000 MOS | 100.00000 200.00| 50.00000 100.00| 47.25000 94.50
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 624-92647 1728.000 ACRE | 31.78000 54915.84| 40.51000 70001.28| 50.31000 86935.68
HERBICIDE TREATMENT | | |
0009 628-09408 2.000 MOS | 300.00000 600.00| 100.00000 200.00| 100.00000 200.00
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0010 628-09409 2.000 MOS | 100.00000 200.00| 80.00000 160.00| 75.00000 150.00
MOBILE INTERNET SERVICE , ONE EACH | | |
0011 801-06775 LUMP | 1000.00000 1000.00| 11887.79000 11887.79| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 57,220.84| $ 82,389.07| $ 90,436.18
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 57,220.84| $ 82,389.07| $ 90,436.18
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 560 -1
VENDOR RANKING
CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/01/12
LOCATION : ALONG I-64 FROM 1ST CROSSOVER WEST GEORGETOWN TO SR 66 PROJECT(S) : 1005653
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 32-0064635 THOMPSON INTERSTATE MOWING INC $ 59,502.00 100.0000%
2 35-2045735 J & M CONTRACTING INC $ 64,892.00 109.0585%
3 61-1103168 SWARTZ MOWING INC $ 80,002.00 134.4526%
4 35-1606893 OLCO INC $ 97,952.00 164.6197%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 560 -2
TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 32-0064635 |( 2 ) 35-2045735 |( 3 ) 61-1103168
|THOMPSON INTERSTATE MOWING I |J & M CONTRACTING INC |SWARTZ MOWING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, MOWING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 623-04884 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12400.00000 12400.00
MOWING, CYCLE NO 1 | | |
0004 623-04885 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12400.00000 12400.00
MOWING, CYCLE NO 2 | | |
0005 623-04886 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 11900.00000 11900.00
MOWING, CYCLE NO 3 | | |
0006 623-04887 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12700.00000 12700.00
MOWING, CYCLE NO 4 | | |
0007 623-05684 1.000 CYCL | 14500.00000 14500.00| 8200.00000 8200.00| 12700.00000 12700.00
MOWING, CYCLE NO 5 | | |
0008 623-06704 1.000 CYCL | 9000.00000 9000.00| 23890.00000 23890.00| 17900.00000 17900.00
MOWING, CYCLE NO 6 | | |
SECTION TOTALS | $ 59,502.00| $ 64,892.00| $ 80,002.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 59,502.00| $ 64,892.00| $ 80,002.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 560 -3
TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON
LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1606893 |( ) |( )
|OLCO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, MOWING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0003 623-04884 1.000 CYCL | 18000.00000 18000.00| |
MOWING, CYCLE NO 1 | | |
0004 623-04885 1.000 CYCL | 16000.00000 16000.00| |
MOWING, CYCLE NO 2 | | |
0005 623-04886 1.000 CYCL | 12000.00000 12000.00| |
MOWING, CYCLE NO 3 | | |
0006 623-04887 1.000 CYCL | 10000.00000 10000.00| |
MOWING, CYCLE NO 4 | | |
0007 623-05684 1.000 CYCL | 10000.00000 10000.00| |
MOWING, CYCLE NO 5 | | |
0008 623-06704 1.000 CYCL | 31950.00000 31950.00| |
MOWING, CYCLE NO 6 | | |
SECTION TOTALS | $ 97,952.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 97,952.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -1
VENDOR RANKING
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : TRAFFIC SIGNAL MODERNIZATION COMPLETION DATE : 06/30/11
LOCATION : ON INDIANA AVENUE AT SUMMIT STREET AND AT NORTH STREET PROJECT(S) : 0900077
0900078
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 62-1339540 HAWK ENTERPRISES INC $ 435,178.74 100.0000%
2 06-1675328 MARTELL ELECTRIC LLC $ 471,471.47 108.3397%
3 35-1657131 MICHIANA CONTRACTING INC $ 505,732.02 116.2125%
4 74-2851603 QUANTA SERVICES INC $ 586,551.21 134.7840%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -2
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-08520 4.000 EACH | 120.00000 480.00| 5.00000 20.00| 35.00000 140.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 20.000 MOS | 85.00000 1700.00| 10.00000 200.00| 30.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 7000.00000 7000.00| 22000.00000 22000.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 40.000 SYS | 25.00000 1000.00| 35.00000 1400.00| 20.00000 800.00
PAVEMENT REMOVAL | | |
0011 202-02279 1038.000 LFT | 5.40000 5605.20| 10.00000 10380.00| 15.00000 15570.00
CURB AND GUTTER, REMOVE | | |
0012 203-02020 494.000 CYS | 40.00000 19760.00| 40.00000 19760.00| 40.00000 19760.00
EXCAVATION, UNCLASSIFIED | | |
0013 205-02237 10.000 EACH | 220.00000 2200.00| 78.00000 780.00| 25.00000 250.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0014 205-06937 600.000 LFT | 10.00000 6000.00| 2.30000 1380.00| 2.20000 1320.00
TEMPORARY SILT FENCE | | |
0015 207-08262 779.000 SYS | 32.00000 24928.00| 23.00000 17917.00| 22.00000 17138.00
SUBGRADE TREATMENT, TYPE I | | |
0016 210-08284 2.000 EACH | 1000.00000 2000.00| 280.00000 560.00| 245.00000 490.00
EMERGENCY , PRE-EMPTOR | | |
0017 211-07454 39.000 CYS | 20.00000 780.00| 35.00000 1365.00| 55.00000 2145.00
STRUCTURAL BACKFILL | | |
0018 402-07434 35.000 TON | 155.00000 5425.00| 160.00000 5600.00| 165.00000 5775.00
HMA SURFACE, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -3
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 402-07439 58.000 TON | 115.00000 6670.00| 115.00000 6670.00| 125.00000 7250.00
HMA INTERMEDIATE, TYPE C | | |
0020 402-07442 192.000 TON | 83.00000 15936.00| 110.00000 21120.00| 90.00000 17280.00
HMA BASE, TYPE C | | |
0021 406-05520 4.000 TON | 50.00000 200.00| 1000.00000 4000.00| 100.00000 400.00
ASPHALT FOR TACK COAT | | |
0023 604-91404 102.000 SYS | 57.00000 5814.00| 55.00000 5610.00| 70.00000 7140.00
SIDEWALK, CONCRETE, 5 IN | | |
0024 605-06155 1077.000 LFT | 22.00000 23694.00| 17.50000 18847.50| 45.00000 48465.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0025 610-09108 200.000 SYS | 65.00000 13000.00| 55.00000 11000.00| 75.00000 15000.00
PCCP FOR APPROACHES, 9 IN | | |
0026 621-01004 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 300.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0027 621-06570 64.000 CYS | 55.00000 3520.00| 50.00000 3200.00| 65.00000 4160.00
TOPSOIL | | |
0028 621-06575 572.000 SYS | 10.00000 5720.00| 10.00000 5720.00| 8.70000 4976.40
SODDING, NURSERY | | |
0029 628-09401 5.000 MOS | 2010.00000 10050.00| 1500.00000 7500.00| 1250.00000 6250.00
FIELD OFFICE, A | | |
0030 715-05596 14.000 LFT | 90.00000 1260.00| 85.00000 1190.00| 85.00000 1190.00
PIPE EXTENSION, CIRCULAR, 18 IN | | |
0031 715-05756 23.000 LFT | 75.00000 1725.00| 84.99000 1954.77| 80.00000 1840.00
PIPE EXTENSION, CIRCULAR, 12 IN | | |
0032 715-06568 9.000 LFT | 78.00000 702.00| 85.00000 765.00| 80.00000 720.00
PIPE EXTENSION, CIRCULAR, 10 IN | | |
0033 720-44025 6.000 EACH | 500.00000 3000.00| 750.00000 4500.00| 1000.00000 6000.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0034 720-45045 6.000 EACH | 2000.00000 12000.00| 2000.00000 12000.00| 3100.00000 18600.00
INLET, J10 | | |
0035 801-03290 12.000 EACH | 96.00000 1152.00| 135.00000 1620.00| 115.00000 1380.00
CONSTRUCTION SIGN, C | | |
0036 801-06640 20.000 EACH | 82.00000 1640.00| 120.00000 2400.00| 100.00000 2000.00
CONSTRUCTION SIGN, A | | |
0037 801-06775 LUMP | 11000.00000 11000.00| 27500.00000 27500.00| 9000.00000 9000.00
MAINTAINING TRAFFIC | | |
0038 802-04314 8.000 EACH | 1900.00000 15200.00| 2000.00000 16000.00| 1900.00000 15200.00
SIGN , ILLUMINATED STREET NAME | | |
0039 805-01816 6.000 EACH | 800.00000 4800.00| 1250.00000 7500.00| 1200.00000 7200.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | |
IN X 96 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -4
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 805-01842 16.000 EACH | 700.00000 11200.00| 1000.00000 16000.00| 1015.00000 16240.00
HANDHOLE, SIGNAL | | |
0041 805-01844 2789.000 LFT | 10.55000 29423.95| 12.50000 34862.50| 11.00000 30679.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0042 805-02037 2.000 EACH | 6300.00000 12600.00| 6500.00000 13000.00| 7040.00000 14080.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT | | |
0043 805-02069 1.000 EACH | 6800.00000 6800.00| 7450.00000 7450.00| 7900.00000 7900.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT | | |
0044 805-02072 2.000 EACH | 6900.00000 13800.00| 7500.00000 15000.00| 8020.00000 16040.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT | | |
0045 805-02073 1.000 EACH | 7000.00000 7000.00| 7580.00000 7580.00| 8140.00000 8140.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
35FT | | |
0046 805-02152 8.000 EACH | 680.00000 5440.00| 600.00000 4800.00| 580.00000 4640.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0047 805-02389 1298.000 LFT | 1.00000 1298.00| 1.10000 1427.80| 1.30000 1687.40
SIGNAL CABLE, 2C/14 | | |
0048 805-03979 4.000 EACH | 2560.00000 10240.00| 2500.00000 10000.00| 2355.00000 9420.00
EMERGENCY VEHICLE PREEMPTION DETECTOR, | | |
TWO CHANNEL, TWO DIRECTION | | |
0049 805-03985 464.000 LFT | 1.00000 464.00| 1.90000 881.60| 1.60000 742.40
DETECTOR CABLE 3C 20GA. | | |
0050 805-05698 2.000 EACH | 800.00000 1600.00| 1000.00000 2000.00| 1075.00000 2150.00
SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | |
5FT X 7FT | | |
0051 805-08487 16.000 EACH | 120.00000 1920.00| 100.00000 1600.00| 155.00000 2480.00
TRAFFIC SIGNAL BACKPLATE | | |
0052 805-78100 2.000 EACH | 8000.00000 16000.00| 10100.00000 20200.00| 8815.00000 17630.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0053 805-78205 8.000 EACH | 840.00000 6720.00| 680.00000 5440.00| 660.00000 5280.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0054 805-78230 8.000 EACH | 1100.00000 8800.00| 1100.00000 8800.00| 1025.00000 8200.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0055 805-78370 8.000 EACH | 185.00000 1480.00| 250.00000 2000.00| 190.00000 1520.00
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -5
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 805-78445 2.000 EACH | 400.00000 800.00| 550.00000 1100.00| 735.00000 1470.00
SIGNAL SERVICE | | |
0057 805-78467 177.000 LFT | 2.00000 354.00| 2.20000 389.40| 1.95000 345.15
SIGNAL CABLE, 3C 8GA | | |
0058 805-78470 5289.000 LFT | 0.30000 1586.70| 0.20000 1057.80| 0.12000 634.68
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0059 805-78480 3114.000 LFT | 1.00000 3114.00| 1.60000 4982.40| 1.30000 4048.20
SIGNAL CABLE, 3C 14GA | | |
0060 805-78485 1431.000 LFT | 1.00000 1431.00| 1.70000 2432.70| 1.45000 2074.95
SIGNAL CABLE, 5C 14GA | | |
0061 805-78490 1518.000 LFT | 2.00000 3036.00| 1.80000 2732.40| 1.50000 2277.00
SIGNAL CABLE, 7C 14GA | | |
0062 805-78510 4029.000 LFT | 1.00000 4029.00| 1.50000 6043.50| 1.30000 5237.70
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0063 805-78785 16.000 EACH | 440.00000 7040.00| 650.00000 10400.00| 665.00000 10640.00
SIGNAL DETECTOR HOUSING | | |
0064 805-78795 1701.000 LFT | 8.00000 13608.00| 7.50000 12757.50| 9.00000 15309.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0065 805-78925 2.000 EACH | 700.00000 1400.00| 550.00000 1100.00| 1010.00000 2020.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0066 805-92504 16.000 EACH | 100.00000 1600.00| 150.00000 2400.00| 105.00000 1680.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0067 807-86615 2.000 EACH | 1325.00000 2650.00| 1100.00000 2200.00| 1390.00000 2780.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0068 808-06368 366.000 LFT | 1.58000 578.28| 1.60000 585.60| 1.60000 585.60
TRANSVERSE MARKING, REMOVE | | |
0069 808-06701 593.000 LFT | 0.61000 361.73| 0.60000 355.80| 0.60000 355.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0070 808-06703 1261.000 LFT | 0.60000 756.60| 0.60000 756.60| 0.60000 756.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-06716 7522.000 LFT | 0.38000 2858.36| 0.50000 3761.00| 0.38000 2858.36
LINE, REMOVE | | |
0072 808-75245 2644.000 LFT | 0.60000 1586.40| 0.60000 1586.40| 0.60000 1586.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0073 808-75297 225.000 LFT | 3.62000 814.50| 3.50000 787.50| 3.62000 814.50
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0074 808-75300 394.000 LFT | 0.87000 342.78| 0.80000 315.20| 0.87000 342.78
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -6
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131
|HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-75320 16.000 EACH | 31.00000 496.00| 30.00000 480.00| 31.00000 496.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0076 808-75325 8.000 EACH | 43.00000 344.00| 45.00000 360.00| 43.00000 344.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0077 808-98796 66.000 LFT | 0.64000 42.24| 0.65000 42.90| 0.65000 42.90
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0078 802-07059 8.000 EACH | 35.00000 280.00| 31.00000 248.00| 18.00000 144.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0079 201-52370 LUMP | 8500.00000 8500.00| 1000.00000 1000.00| 3500.00000 3500.00
CLEARING RIGHT OF WAY | | |
0080 802-07060 2.000 EACH | 145.00000 290.00| 180.00000 360.00| 54.00000 108.00
SIGN, SHEET, RELOCATE | | |
0081 802-09838 48.000 SFT | 12.00000 576.00| 15.20000 729.60| 33.15000 1591.20
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0082 805-02072 1.000 EACH | 8000.00000 8000.00| 7950.00000 7950.00| 8500.00000 8500.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT , COMBINATION STRUCTURE WITH 5 FT. | | |
0083 805-02069 1.000 EACH | 7700.00000 7700.00| 7500.00000 7500.00| 8065.00000 8065.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT , COMBINATION STRUCTURE WITH 5 FT | | |
0084 604-07900 45.000 SYS | 125.00000 5625.00| 55.00000 2475.00| 185.00000 8325.00
CURB RAMP, CONCRETE, F | | |
0085 604-07902 45.000 SYS | 125.00000 5625.00| 55.00000 2475.00| 185.00000 8325.00
CURB RAMP, CONCRETE, H | | |
SECTION TOTALS | $ 435,178.74| $ 471,471.47| $ 505,732.02
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 435,178.74| $ 471,471.47| $ 505,732.02
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -7
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-08520 4.000 EACH | 231.20000 924.80| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 20.000 MOS | 112.60000 2252.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 29206.00000 29206.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 40.000 SYS | 32.80000 1312.00| |
PAVEMENT REMOVAL | | |
0011 202-02279 1038.000 LFT | 7.28000 7556.64| |
CURB AND GUTTER, REMOVE | | |
0012 203-02020 494.000 CYS | 52.20000 25786.80| |
EXCAVATION, UNCLASSIFIED | | |
0013 205-02237 10.000 EACH | 359.30000 3593.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0014 205-06937 600.000 LFT | 4.37000 2622.00| |
TEMPORARY SILT FENCE | | |
0015 207-08262 779.000 SYS | 42.50000 33107.50| |
SUBGRADE TREATMENT, TYPE I | | |
0016 210-08284 2.000 EACH | 1410.00000 2820.00| |
EMERGENCY , PRE-EMPTOR | | |
0017 211-07454 39.000 CYS | 30.40000 1185.60| |
STRUCTURAL BACKFILL | | |
0018 402-07434 35.000 TON | 188.20000 6587.00| |
HMA SURFACE, TYPE C | | |
0019 402-07439 58.000 TON | 139.60000 8096.80| |
HMA INTERMEDIATE, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -8
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07442 192.000 TON | 100.80000 19353.60| |
HMA BASE, TYPE C | | |
0021 406-05520 4.000 TON | 60.70000 242.80| |
ASPHALT FOR TACK COAT | | |
0023 604-91404 102.000 SYS | 58.30000 5946.60| |
SIDEWALK, CONCRETE, 5 IN | | |
0024 605-06155 1077.000 LFT | 30.40000 32740.80| |
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0025 610-09108 200.000 SYS | 70.40000 14080.00| |
PCCP FOR APPROACHES, 9 IN | | |
0026 621-01004 2.000 EACH | 1214.00000 2428.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0027 621-06570 64.000 CYS | 78.90000 5049.60| |
TOPSOIL | | |
0028 621-06575 572.000 SYS | 8.50000 4862.00| |
SODDING, NURSERY | | |
0029 628-09401 5.000 MOS | 4101.00000 20505.00| |
FIELD OFFICE, A | | |
0030 715-05596 14.000 LFT | 115.30000 1614.20| |
PIPE EXTENSION, CIRCULAR, 18 IN | | |
0031 715-05756 23.000 LFT | 97.10000 2233.30| |
PIPE EXTENSION, CIRCULAR, 12 IN | | |
0032 715-06568 9.000 LFT | 103.20000 928.80| |
PIPE EXTENSION, CIRCULAR, 10 IN | | |
0033 720-44025 6.000 EACH | 607.00000 3642.00| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0034 720-45045 6.000 EACH | 2671.00000 16026.00| |
INLET, J10 | | |
0035 801-03290 12.000 EACH | 116.50000 1398.00| |
CONSTRUCTION SIGN, C | | |
0036 801-06640 20.000 EACH | 99.50000 1990.00| |
CONSTRUCTION SIGN, A | | |
0037 801-06775 LUMP | 12110.00000 12110.00| |
MAINTAINING TRAFFIC | | |
0038 802-04314 8.000 EACH | 1995.00000 15960.00| |
SIGN , ILLUMINATED STREET NAME | | |
0039 805-01816 6.000 EACH | 1037.00000 6222.00| |
SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | |
IN X 96 IN | | |
0040 805-01842 16.000 EACH | 1103.00000 17648.00| |
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -9
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 805-01844 2789.000 LFT | 20.20000 56337.80| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0042 805-02037 2.000 EACH | 7356.00000 14712.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT | | |
0043 805-02069 1.000 EACH | 7976.00000 7976.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT | | |
0044 805-02072 2.000 EACH | 8053.00000 16106.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT | | |
0045 805-02073 1.000 EACH | 8238.00000 8238.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
35FT | | |
0046 805-02152 8.000 EACH | 837.50000 6700.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0047 805-02389 1298.000 LFT | 2.09000 2712.82| |
SIGNAL CABLE, 2C/14 | | |
0048 805-03979 4.000 EACH | 2712.00000 10848.00| |
EMERGENCY VEHICLE PREEMPTION DETECTOR, | | |
TWO CHANNEL, TWO DIRECTION | | |
0049 805-03985 464.000 LFT | 2.09000 969.76| |
DETECTOR CABLE 3C 20GA. | | |
0050 805-05698 2.000 EACH | 1002.00000 2004.00| |
SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | |
5FT X 7FT | | |
0051 805-08487 16.000 EACH | 183.50000 2936.00| |
TRAFFIC SIGNAL BACKPLATE | | |
0052 805-78100 2.000 EACH | 8943.00000 17886.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0053 805-78205 8.000 EACH | 874.90000 6999.20| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0054 805-78230 8.000 EACH | 1167.00000 9336.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0055 805-78370 8.000 EACH | 330.00000 2640.00| |
PEDESTRIAN PUSH BUTTON | | |
0056 805-78445 2.000 EACH | 2018.00000 4036.00| |
SIGNAL SERVICE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -10
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 805-78467 177.000 LFT | 3.52000 623.04| |
SIGNAL CABLE, 3C 8GA | | |
0058 805-78470 5289.000 LFT | 0.16000 846.24| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0059 805-78480 3114.000 LFT | 1.95000 6072.30| |
SIGNAL CABLE, 3C 14GA | | |
0060 805-78485 1431.000 LFT | 2.19000 3133.89| |
SIGNAL CABLE, 5C 14GA | | |
0061 805-78490 1518.000 LFT | 2.45000 3719.10| |
SIGNAL CABLE, 7C 14GA | | |
0062 805-78510 4029.000 LFT | 1.76000 7091.04| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0063 805-78785 16.000 EACH | 803.00000 12848.00| |
SIGNAL DETECTOR HOUSING | | |
0064 805-78795 1701.000 LFT | 10.20000 17350.20| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0065 805-78925 2.000 EACH | 1074.00000 2148.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0066 805-92504 16.000 EACH | 110.40000 1766.40| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0067 807-86615 2.000 EACH | 1614.00000 3228.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0068 808-06368 366.000 LFT | 1.92000 702.72| |
TRANSVERSE MARKING, REMOVE | | |
0069 808-06701 593.000 LFT | 0.74000 438.82| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0070 808-06703 1261.000 LFT | 0.73000 920.53| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-06716 7522.000 LFT | 0.46000 3460.12| |
LINE, REMOVE | | |
0072 808-75245 2644.000 LFT | 0.73000 1930.12| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0073 808-75297 225.000 LFT | 4.39000 987.75| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0074 808-75300 394.000 LFT | 1.06000 417.64| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0075 808-75320 16.000 EACH | 37.60000 601.60| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11
PAGE : 590 -11
TABULATION OF BIDS
CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE
LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 808-75325 8.000 EACH | 52.20000 417.60| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0077 808-98796 66.000 LFT | 0.78000 51.48| |
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0078 802-07059 8.000 EACH | 100.40000 803.20| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0079 201-52370 LUMP | 2900.00000 2900.00| |
CLEARING RIGHT OF WAY | | |
0080 802-07060 2.000 EACH | 112.60000 225.20| |
SIGN, SHEET, RELOCATE | | |
0081 802-09838 48.000 SFT | 40.60000 1948.80| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0082 805-02072 1.000 EACH | 8456.00000 8456.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT , COMBINATION STRUCTURE WITH 5 FT. | | |
0083 805-02069 1.000 EACH | 8238.00000 8238.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT , COMBINATION STRUCTURE WITH 5 FT | | |
0084 604-07900 45.000 SYS | 170.00000 7650.00| |
CURB RAMP, CONCRETE, F | | |
0085 604-07902 45.000 SYS | 157.80000 7101.00| |
CURB RAMP, CONCRETE, H | | |
SECTION TOTALS | $ 586,551.21| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 586,551.21| $ 0.00| $
====================================================================================================================================