INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 130 -1
VENDOR RANKING
CALL ORDER : 130 CONTRACT ID : IB-33039-A COUNTIES : GIBSON PIKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : DESIGN BUILD NEW BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13
LOCATION : ON PR 69 OVER PATOKA RIVER FLOOD PLAIN PROJECT(S) : 0902102
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-1023518 KOKOSING CONSTRUCTION CO INC $ 35,124,184.00 100.0000%
2 61-1358884 HALL CONTRACTING OF KENTUCKY INC $ 38,425,000.00 109.3976%
3 36-4518443 F H PASCHEN S N NIELSEN & ASSOCIATES LLC $ 38,609,604.00 109.9231%
4 36-2231526 WALSH CONSTRUCTION COMPANY $ 38,710,679.53 110.2109%
5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 39,900,000.00 113.5969%
6 38-1456833 C A HULL COMPANY INC $ 53,793,504.00 153.1523%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 130 -2
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-33039-A COUNTIES : GIBSON PIKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 31-1023518 |( 2 ) 61-1358884 |( 3 ) 36-4518443
|KOKOSING CONSTRUCTION CO INC |HALL CONTRACTING OF KENTUCKY |F H PASCHEN S N NIELSEN & ASS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP |35025000.00000 35025000.00|38324236.00000 38324236.00|38485000.00000 38485000.00
DESIGN/BUILD | | |
0002 105-08520 4.000 EACH | 60.00000 240.00| 200.00000 800.00| 125.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 136.000 MOS | 50.00000 6800.00| 60.00000 8160.00| 100.00000 13600.00
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 628-09403 34.000 MOS | 2500.00000 85000.00| 2400.00000 81600.00| 2500.00000 85000.00
FIELD OFFICE, C | | |
0009 628-09407 102.000 MOS | 70.00000 7140.00| 100.00000 10200.00| 250.00000 25500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
SECTION TOTALS | $ 35,124,184.00| $ 38,425,000.00| $ 38,609,604.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 35,124,184.00| $ 38,425,000.00| $ 38,609,604.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 130 -3
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-33039-A COUNTIES : GIBSON PIKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-2040801 |( 6 ) 38-1456833
|WALSH CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTRUCTI |C A HULL COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP |38612495.53000 38612495.53|39822016.00000 39822016.00|53716000.00000 53716000.00
DESIGN/BUILD | | |
0002 105-08520 4.000 EACH | 150.00000 600.00| 200.00000 800.00| 250.00000 1000.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 136.000 MOS | 100.00000 13600.00| 125.00000 17000.00| 100.00000 13600.00
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 628-09403 34.000 MOS | 2200.00000 74800.00| 1500.00000 51000.00| 1250.00000 42500.00
FIELD OFFICE, C | | |
0009 628-09407 102.000 MOS | 90.00000 9180.00| 90.00000 9180.00| 200.00000 20400.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
SECTION TOTALS | $ 38,710,679.53| $ 39,900,000.00| $ 53,793,504.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 38,710,679.53| $ 39,900,000.00| $ 53,793,504.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -1
VENDOR RANKING
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 09/29/12
LOCATION : ON US 24 FROM 0.5 MILE EAST OF I-469 TO 0.5 MILE EAST OF PROJECT(S) : 1761009
BRUICK/RYAN ROAD 0710136
NEW ROAD CONSTRUCTION 0710137
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 38-3082681 D J MCQUESTION & SONS INC $ 9.00 0.0001%
2 35-1139301 E & B PAVING INC $ 16,452,368.85 100.0000%
3 35-1698047 GRADEX INC $ 16,596,974.57 100.8789%
4 35-1374866 PRIMCO INC $ 16,843,574.39 102.3778%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 16,883,613.60 102.6212%
6 35-1875662 CRIDER & CRIDER INC $ 17,046,424.82 103.6108%
7 34-4456871 MILLER BROS CONSTRUCTION INC $ 17,126,960.39 104.1003%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -2
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP OPTION
| | |
0001 105-06845 LUMP | 0.00000 0.00| 53557.82000 53557.82| 205000.00000 205000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 5.000 EACH | 0.00000 0.00| 110.61000 553.05| 150.00000 750.00
RADIO | | |
0003 105-08520 5.000 EACH | 0.00000 0.00| 110.61000 553.05| 150.00000 750.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 150.000 MOS | 0.00000 0.00| 32.96000 4944.00| 100.00000 15000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 150.000 MOS | 0.00000 0.00| 32.96000 4944.00| 100.00000 15000.00
RADIO ONLY SERVICE | | |
0006 110-01001 LUMP | 0.00000 0.00| 822618.44000 822618.44| 830000.00000 830000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 113-01614 LUMP | 0.00000 0.00| 19874.74000 19874.74| 15000.00000 15000.00
PARTNERING OVERHEAD | | |
0008 201-52370 LUMP | 0.00000 0.00| 86700.00000 86700.00| 248000.00000 248000.00
CLEARING RIGHT OF WAY | | |
0009 202-02240 9533.000 SYS | 0.00000 0.00| 4.59000 43756.47| 6.15000 58627.95
PAVEMENT REMOVAL | | |
0010 203-02000 80498.000 CYS | 0.00000 0.00| 14.28000 1149511.44| 7.50000 603735.00
EXCAVATION, COMMON | | |
0011 203-02070 847477.000 CYS | 0.00000 0.00| 2.45000 2076318.65| 3.20000 2711926.40
BORROW | | |
0012 205-03371 3015.000 CYS | 0.00000 0.00| 5.10000 15376.50| 6.50000 19597.50
SEDIMENT, REMOVE | | |
0013 205-06930 44.800 TON | 0.00000 0.00| 42.84000 1919.23| 32.00000 1433.60
SPLASHPAD, RIPRAP | | |
0014 205-06931 567.500 TON | 0.00000 0.00| 51.00000 28942.50| 25.00000 14187.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 25.000 EACH | 0.00000 0.00| 102.00000 2550.00| 92.00000 2300.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06936 637.200 TON | 0.00000 0.00| 73.44000 46795.97| 25.00000 15930.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 4660.000 LFT | 0.00000 0.00| 2.55000 11883.00| 1.40000 6524.00
TEMPORARY SILT FENCE | | |
0018 205-06938 1692.000 LFT | 0.00000 0.00| 17.34000 29339.28| 10.50000 17766.00
TEMPORARY SLOPE DRAIN | | |
0019 205-09543 100.000 TON | 0.00000 0.00| 22.44000 2244.00| 28.00000 2800.00
NO 2 STONE | | |
0020 207-08262 12602.000 SYS | 0.00000 0.00| 4.28000 53936.56| 4.20000 52928.40
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -3
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08263 129616.000 SYS | 0.00000 0.00| 4.28000 554756.48| 4.20000 544387.20
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 6023.000 SYS | 0.00000 0.00| 3.77000 22706.71| 5.15000 31018.45
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-02050 45033.000 CYS | 0.00000 0.00| 16.67000 750700.11| 17.10000 770064.30
B BORROW | | |
0024 211-06467 77.000 CYS | 0.00000 0.00| 5.10000 392.70| 45.00000 3465.00
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09264 1517.000 CYS | 0.00000 0.00| 29.58000 44872.86| 18.50000 28064.50
STRUCTURAL BACKFILL, TYPE 1 | | |
0026 211-09265 4995.000 CYS | 0.00000 0.00| 24.48000 122277.60| 24.60000 122877.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 211-09266 12585.000 CYS | 0.00000 0.00| 25.50000 320917.50| 17.40000 218979.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0028 211-09268 169.000 CYS | 0.00000 0.00| 107.10000 18099.90| 65.00000 10985.00
STRUCTURAL BACKFILL, TYPE 5 | | |
0029 301-07448 13991.400 TON | 0.00000 0.00| 11.20000 156703.68| 11.40000 159501.96
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-06464 22492.000 CYS | 0.00000 0.00| 26.63000 598961.96| 25.50000 573546.00
SUBBASE FOR PCCP | | |
0031 302-07455 298.000 CYS | 0.00000 0.00| 61.20000 18237.60| 63.00000 18774.00
DENSE GRADED SUBBASE | | |
0032 303-01180 14309.000 TON | 0.00000 0.00| 11.20000 160260.80| 11.40000 163122.60
COMPACTED AGGREGATE, NO. 53 | | |
0033 401-07320 3194.000 TON | 0.00000 0.00| 57.00000 182058.00| 58.00000 185252.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0035 401-07389 6502.000 TON | 0.00000 0.00| 50.00000 325100.00| 51.00000 331602.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0037 401-07406 6711.000 TON | 0.00000 0.00| 50.00000 335550.00| 51.00000 342261.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0038 402-07432 413.000 TON | 0.00000 0.00| 88.00000 36344.00| 90.00000 37170.00
HMA SURFACE, TYPE A | | |
0039 402-07433 428.000 TON | 0.00000 0.00| 47.00000 20116.00| 48.00000 20544.00
HMA SURFACE, TYPE B | | |
0040 402-07438 925.000 TON | 0.00000 0.00| 47.00000 43475.00| 48.00000 44400.00
HMA INTERMEDIATE, TYPE B | | |
0041 402-07453 183.300 TON | 0.00000 0.00| 112.48000 20617.58| 90.00000 16497.00
HMA FOR TEMPORARY PAVEMENT | | |
0042 406-05521 75619.000 SYS | 0.00000 0.00| 0.10000 7561.90| 0.10000 7561.90
ASPHALT FOR TACK COAT | | |
0043 501-06266 LUMP | 0.00000 0.00| 6075.29000 6075.29| 6200.00000 6200.00
PROFILOGRAPH, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -4
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 501-08193 79893.000 SYS | 0.00000 0.00| 24.89000 1988536.77| 25.25000 2017298.25
QC/QA-PCCP, 10.5 IN | | |
0045 503-05240 40522.000 LFT | 0.00000 0.00| 8.65000 350515.30| 9.00000 364698.00
D-1 CONTRACTION JOINT | | |
0046 503-05310 232.000 LFT | 0.00000 0.00| 134.24000 31143.68| 117.00000 27144.00
TERMINAL JOINT | | |
0047 506-06333 300.000 SYS | 0.00000 0.00| 157.58000 47274.00| 132.00000 39600.00
PCCP PATCHING, FULL DEPTH | | |
0048 601-01522 16.000 EACH | 0.00000 0.00| 2040.00000 32640.00| 2040.00000 32640.00
GUARDRAIL TRANSITION TYPE TGB | | |
0049 601-06238 2.000 EACH | 0.00000 0.00| 16830.00000 33660.00| 16830.00000 33660.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0050 601-94689 12.000 EACH | 0.00000 0.00| 2550.00000 30600.00| 2550.00000 30600.00
GUARDRAIL END TREATMENT, OS | | |
0051 601-94690 4.000 EACH | 0.00000 0.00| 3570.00000 14280.00| 3570.00000 14280.00
GUARDRAIL END TREATMENT, MS | | |
0052 601-99105 1031.250 LFT | 0.00000 0.00| 18.36000 18933.75| 18.40000 18975.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0053 601-99108 1200.000 LFT | 0.00000 0.00| 24.48000 29376.00| 24.48000 29376.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0054 602-06729 178.000 EACH | 0.00000 0.00| 9.18000 1634.04| 9.15000 1628.70
BARRIER DELINEATOR | | |
0055 603-06040 26702.000 LFT | 0.00000 0.00| 5.00000 133510.00| 5.00000 133510.00
FENCE, FARM FIELD, 47 IN | | |
0056 605-52807 387.500 LFT | 0.00000 0.00| 25.00000 9687.50| 25.50000 9881.25
CURB AND GUTTER, COMBINED | | |
0057 606-07484 50847.700 LFT | 0.00000 0.00| 0.15000 7627.16| 0.15000 7627.16
MILLED HMA SHOULDER CORRUGATIONS | | |
0058 609-06259 1736.000 SYS | 0.00000 0.00| 73.44000 127491.84| 71.00000 123256.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0059 610-07486 578.000 TON | 0.00000 0.00| 47.00000 27166.00| 48.00000 27744.00
HMA FOR APPROACHES, TYPE A | | |
0060 610-07487 2216.000 TON | 0.00000 0.00| 47.00000 104152.00| 48.00000 106368.00
HMA FOR APPROACHES, TYPE B | | |
0061 615-06490 23.000 EACH | 0.00000 0.00| 132.60000 3049.80| 133.00000 3059.00
RIGHT OF WAY MARKER | | |
0062 615-06505 24.000 EACH | 0.00000 0.00| 510.00000 12240.00| 510.00000 12240.00
MONUMENT, B | | |
0063 615-06510 26.000 EACH | 0.00000 0.00| 357.00000 9282.00| 357.00000 9282.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -5
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 615-06515 6.000 EACH | 0.00000 0.00| 153.00000 918.00| 153.00000 918.00
MONUMENT, D | | |
0065 616-02320 6808.000 SYS | 0.00000 0.00| 2.04000 13888.32| 1.35000 9190.80
GEOTEXTILES | | |
0066 616-06405 2273.000 TON | 0.00000 0.00| 30.60000 69553.80| 21.00000 47733.00
RIPRAP, REVETMENT | | |
0067 616-06451 25.400 TON | 0.00000 0.00| 32.64000 829.06| 45.00000 1143.00
RIPRAP, UNIFORM | | |
0068 621-01004 4.000 EACH | 0.00000 0.00| 408.00000 1632.00| 560.00000 2240.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 23.900 TON | 0.00000 0.00| 673.20000 16089.48| 673.00000 16084.70
FERTILIZER | | |
0070 621-06553 9025.000 LBS | 0.00000 0.00| 2.30000 20757.50| 4.34000 39168.50
SEED MIXTURE, R | | |
0071 621-06557 2120.000 LBS | 0.00000 0.00| 1.58000 3349.60| 2.00000 4240.00
SEED MIXTURE, T | | |
0072 621-06565 159.200 TON | 0.00000 0.00| 290.70000 46279.44| 163.00000 25949.60
MULCHING MATERIAL | | |
0073 621-06567 78.000 kGAL | 0.00000 0.00| 2.30000 179.40| 1.10000 85.80
WATER | | |
0074 621-06574 19487.000 SYS | 0.00000 0.00| 3.57000 69568.59| 2.77000 53978.99
SODDING | | |
0075 628-09403 30.000 MOS | 0.00000 0.00| 2559.55000 76786.50| 2000.00000 60000.00
FIELD OFFICE, C | | |
0076 628-09407 90.000 MOS | 0.00000 0.00| 218.36000 19652.40| 230.00000 20700.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0078 701-06011 4.000 EACH | 0.00000 0.00| 5100.00000 20400.00| 2115.00000 8460.00
DYNAMIC PILE LOAD TEST | | |
0079 701-09557 142.000 LFT | 0.00000 0.00| 53.04000 7531.68| 81.50000 11573.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0080 701-09559 4.000 EACH | 0.00000 0.00| 1530.00000 6120.00| 2115.00000 8460.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0081 701-09665 2380.000 LFT | 0.00000 0.00| 45.90000 109242.00| 55.00000 130900.00
PILE, STEEL PIPE, 0.375 IN, 14 IN | | |
0082 703-06029 339219.000 LBS | 0.00000 0.00| 0.77000 261198.63| 0.80000 271375.20
REINFORCING BARS, EPOXY COATED | | |
0083 704-51002 798.200 CYS | 0.00000 0.00| 484.50000 386727.90| 545.00000 435019.00
CONCRETE, C, SUPERSTRUCTURE | | |
0084 706-05734 24.000 EACH | 0.00000 0.00| 1836.00000 44064.00| 1530.00000 36720.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -6
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 706-08496 1189.000 SYS | 0.00000 0.00| 86.70000 103086.30| 86.50000 102848.50
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0086 706-09545 135.000 CYS | 0.00000 0.00| 52.02000 7022.70| 45.00000 6075.00
COARSE AGGREGATE, NO 8 | | |
0087 706-51020 193.000 CYS | 0.00000 0.00| 422.28000 81500.04| 485.00000 93605.00
CONCRETE, C, RAILING | | |
0088 707-05984 1361.000 LFT | 0.00000 0.00| 137.70000 187409.70| 140.00000 190540.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0089 709-51821 LUMP | 0.00000 0.00| 3916.80000 3916.80| 3900.00000 3900.00
SURFACE SEAL | | |
0090 709-51821 LUMP | 0.00000 0.00| 6232.20000 6232.20| 6900.00000 6900.00
SURFACE SEAL , STR NO 24-02-8874 | | |
0091 709-51821 LUMP | 0.00000 0.00| 3294.60000 3294.60| 3600.00000 3600.00
SURFACE SEAL , STR NO 24-02-8875 | | |
0092 709-51821 LUMP | 0.00000 0.00| 3865.80000 3865.80| 4200.00000 4200.00
SURFACE SEAL , STR NO 24-02-9385 | | |
0093 714-01090 216.000 LFT | 0.00000 0.00| 637.50000 137700.00| 425.00000 91800.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS 7FT X 6FT | | |
0094 714-08514 1990.300 SFT | 0.00000 0.00| 54.06000 107595.62| 35.00000 69660.50
WINGWALL | | |
0095 714-09726 97.000 SFT | 0.00000 0.00| 79.56000 7717.32| 50.00000 4850.00
HEADWALL | | |
0096 714-26703 76.000 LFT | 0.00000 0.00| 510.00000 38760.00| 350.00000 26600.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0098 714-26722 261.000 LFT | 0.00000 0.00| 969.00000 252909.00| 660.00000 172260.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTION 10' X 8' | | |
0099 714-95914 198.000 LFT | 0.00000 0.00| 1020.00000 201960.00| 685.00000 135630.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTIONS 10 FT X 9 FT | | |
0100 715-05048 49487.000 LFT | 0.00000 0.00| 2.70000 133614.90| 4.15000 205371.05
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0101 715-05053 9120.000 LFT | 0.00000 0.00| 8.16000 74419.20| 5.95000 54264.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0102 715-05118 263.000 LFT | 0.00000 0.00| 25.50000 6706.50| 35.00000 9205.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0103 715-05119 149.000 LFT | 0.00000 0.00| 27.54000 4103.46| 43.00000 6407.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0104 715-05121 85.000 LFT | 0.00000 0.00| 30.60000 2601.00| 49.00000 4165.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -7
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0105 715-05122 14.000 LFT | 0.00000 0.00| 34.68000 485.52| 60.00000 840.00
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0106 715-05151 2319.000 LFT | 0.00000 0.00| 27.54000 63865.26| 35.00000 81165.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0107 715-05152 88.000 LFT | 0.00000 0.00| 29.58000 2603.04| 49.00000 4312.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0108 715-05153 96.000 LFT | 0.00000 0.00| 32.64000 3133.44| 57.00000 5472.00
PIPE, TYPE 2, CIRCULAR, 21 IN | | |
0109 715-05154 811.000 LFT | 0.00000 0.00| 36.72000 29779.92| 62.50000 50687.50
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0110 715-05169 107.000 LFT | 0.00000 0.00| 27.54000 2946.78| 43.00000 4601.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0111 715-05407 360.000 LFT | 0.00000 0.00| 11.22000 4039.20| 8.70000 3132.00
PIPE, END BENT DRAIN, 6 IN | | |
0112 715-05438 1361.000 LFT | 0.00000 0.00| 15.30000 20823.30| 5.20000 7077.20
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0113 715-05443 5446.000 LFT | 0.00000 0.00| 30.60000 166647.60| 10.35000 56366.10
PIPE, DRAIN TILE TERMINAL SECTION, 12 I | | |
0114 715-05445 420.000 LFT | 0.00000 0.00| 38.76000 16279.20| 16.50000 6930.00
PIPE, DRAIN TILE, TERMINAL SECTION 18 I | | |
0115 715-46000 6.000 EACH | 0.00000 0.00| 300.90000 1805.40| 550.00000 3300.00
PIPE END SECTION, 12 IN | | |
0116 715-46005 30.000 EACH | 0.00000 0.00| 331.50000 9945.00| 570.00000 17100.00
PIPE END SECTION, 15 IN | | |
0117 715-46010 9.000 EACH | 0.00000 0.00| 357.00000 3213.00| 600.00000 5400.00
PIPE END SECTION, 18 IN | | |
0118 715-46015 3.000 EACH | 0.00000 0.00| 377.40000 1132.20| 670.00000 2010.00
PIPE END SECTION, 21 IN | | |
0119 718-06528 2.000 EACH | 0.00000 0.00| 475.00000 950.00| 570.00000 1140.00
OUTLET PROTECTOR, 1 | | |
0120 718-06529 66.000 EACH | 0.00000 0.00| 425.00000 28050.00| 415.00000 27390.00
OUTLET PROTECTOR, 2 | | |
0121 718-06531 19.000 EACH | 0.00000 0.00| 425.00000 8075.00| 260.00000 4940.00
OUTLET PROTECTOR, 3 | | |
0122 718-06532 6500.000 LFT | 0.00000 0.00| 0.87000 5655.00| 1.00000 6500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0123 718-52610 5389.000 CYS | 0.00000 0.00| 32.64000 175896.96| 28.65000 154394.85
AGGREGATE FOR UNDERDRAINS | | |
0124 718-99153 43054.000 SYS | 0.00000 0.00| 1.02000 43915.08| 0.75000 32290.50
GEOTEXTILES FOR UNDERDRAIN | | |
0125 719-05439 4084.000 LFT | 0.00000 0.00| 8.16000 33325.44| 6.25000 25525.00
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -8
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0126 719-05440 1361.000 LFT | 0.00000 0.00| 10.20000 13882.20| 8.30000 11296.30
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
0127 719-09505 13614.000 LFT | 0.00000 0.00| 3.06000 41658.84| 1.58000 21510.12
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0128 720-45066 6.000 EACH | 0.00000 0.00| 3468.00000 20808.00| 3500.00000 21000.00
INLET, N12, MODIFIED | | |
0129 720-45235 3.000 EACH | 0.00000 0.00| 1683.00000 5049.00| 1350.00000 4050.00
CATCH BASIN, E7 | | |
0130 720-94847 2.000 EACH | 0.00000 0.00| 2142.00000 4284.00| 1900.00000 3800.00
INLET, R13, MODIFIED | | |
0131 720-95310 13.000 EACH | 0.00000 0.00| 2448.00000 31824.00| 2000.00000 26000.00
INLET, P12A, MODIFIED | | |
0132 731-08252 732.000 LFT | 0.00000 0.00| 28.56000 20905.92| 92.00000 67344.00
LEVELING PAD | | |
0133 731-93945 25312.000 SFT | 0.00000 0.00| 13.26000 335637.12| 12.25000 310072.00
FACE PANELS, CONCRETE | | |
0134 731-93946 25777.000 SFT | 0.00000 0.00| 7.45000 192038.65| 4.10000 105685.70
WALL ERECTION | | |
0135 731-93947 638.000 LFT | 0.00000 0.00| 28.56000 18221.28| 92.00000 58696.00
LEVELING PAD, CONCRETE | | |
0136 801-03290 4.000 EACH | 0.00000 0.00| 280.50000 1122.00| 280.00000 1120.00
CONSTRUCTION SIGN, C | | |
0137 801-04308 7.000 EACH | 0.00000 0.00| 341.70000 2391.90| 340.00000 2380.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0138 801-06203 22237.000 LFT | 0.00000 0.00| 0.14000 3113.18| 0.14000 3113.18
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0139 801-06586 2125.000 LFT | 0.00000 0.00| 0.28000 595.00| 0.28000 595.00
TEMPORARY PAVEMENT MARKING, 8 IN | | |
0140 801-06625 38.000 EACH | 0.00000 0.00| 99.96000 3798.48| 100.00000 3800.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0141 801-06640 83.000 EACH | 0.00000 0.00| 249.90000 20741.70| 250.00000 20750.00
CONSTRUCTION SIGN, A | | |
0142 801-06645 13.000 EACH | 0.00000 0.00| 76.50000 994.50| 76.50000 994.50
CONSTRUCTION SIGN, B | | |
0143 801-06710 720.000 DAY | 0.00000 0.00| 4.31000 3103.20| 4.30000 3096.00
FLASHING ARROW SIGN | | |
0144 801-06775 LUMP | 0.00000 0.00| 35332.75000 35332.75| 24000.00000 24000.00
MAINTAINING TRAFFIC | | |
0145 801-07118 912.000 LFT | 0.00000 0.00| 12.24000 11162.88| 12.25000 11172.00
BARRICADE, III-A | | |
0146 801-07119 156.000 LFT | 0.00000 0.00| 14.28000 2227.68| 14.30000 2230.80
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -9
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 801-08400 6094.000 LFT | 0.00000 0.00| 21.89000 133397.66| 30.00000 182820.00
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0148 801-52817 1.000 EACH | 0.00000 0.00| 7650.00000 7650.00| 25000.00000 25000.00
TEMPORARY CROSSOVER, B | | |
0149 801-52818 1.000 EACH | 0.00000 0.00| 12240.00000 12240.00| 25000.00000 25000.00
TEMPORARY CROSSOVER, A | | |
0150 802-04893 8.000 EACH | 0.00000 0.00| 102.00000 816.00| 230.00000 1840.00
REFERENCE POST | | |
0151 802-05704 369.850 LFT | 0.00000 0.00| 10.71000 3961.09| 17.35000 6416.90
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0152 802-05705 130.000 LFT | 0.00000 0.00| 10.20000 1326.00| 16.35000 2125.50
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0153 802-07057 1447.000 SFT | 0.00000 0.00| 15.30000 22139.10| 15.30000 22139.10
SIGN, PANEL, WITH LEGEND | | |
0154 802-07059 24.000 EACH | 0.00000 0.00| 66.30000 1591.20| 68.35000 1640.40
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0155 802-07151 20.000 EACH | 0.00000 0.00| 484.50000 9690.00| 287.00000 5740.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0156 802-07152 2.000 EACH | 0.00000 0.00| 535.50000 1071.00| 320.00000 640.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0157 802-09221 2.000 EACH | 0.00000 0.00| 15555.00000 31110.00| 13555.00000 27110.00
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE A | | |
0158 802-09712 1.000 EACH | 0.00000 0.00| 82620.00000 82620.00| 87000.00000 87000.00
OVERHEAD SIGN STRUCTURE, A | | |
0159 802-09838 156.630 SFT | 0.00000 0.00| 10.20000 1597.63| 26.00000 4072.38
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0160 802-09840 261.000 SFT | 0.00000 0.00| 10.71000 2795.31| 26.50000 6916.50
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0161 802-76095 3869.000 LBS | 0.00000 0.00| 2.30000 8898.70| 3.35000 12961.15
STRUCTURAL STEEL, BREAKAWAY | | |
0162 805-01300 2.000 EACH | 0.00000 0.00| 1530.00000 3060.00| 2835.00000 5670.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0163 805-78190 4.000 EACH | 0.00000 0.00| 341.70000 1366.80| 405.00000 1620.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
0164 805-78195 4.000 EACH | 0.00000 0.00| 321.30000 1285.20| 405.00000 1620.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -10
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0165 805-78470 170.000 LFT | 0.00000 0.00| 0.77000 130.90| 5.60000 952.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0166 805-78510 12.000 LFT | 0.00000 0.00| 5.10000 61.20| 5.60000 67.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0167 805-78785 1.000 EACH | 0.00000 0.00| 612.00000 612.00| 1895.00000 1895.00
SIGNAL DETECTOR HOUSING | | |
0168 805-78795 57.000 LFT | 0.00000 0.00| 15.30000 872.10| 31.00000 1767.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0169 808-03631 107772.000 LFT | 0.00000 0.00| 0.34000 36642.48| 0.34000 36642.48
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0170 808-03632 107361.000 LFT | 0.00000 0.00| 0.34000 36502.74| 0.34000 36502.74
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0171 808-05534 6690.000 LFT | 0.00000 0.00| 0.69000 4616.10| 0.69000 4616.10
LINE, EPOXY, SOLID, WHITE, 8 IN | | |
0172 808-05535 271.000 LFT | 0.00000 0.00| 8.93000 2420.03| 8.95000 2425.45
TRANSVERSE MARKINGS EPOXY SOLID WHITE, | | |
CROSSHATCH LINE 24" | | |
0173 808-06706 390.000 LFT | 0.00000 0.00| 4.07000 1587.30| 4.05000 1579.50
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0174 808-06713 4538.000 LFT | 0.00000 0.00| 0.15000 680.70| 0.15000 680.70
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0175 808-06714 3699.000 LFT | 0.00000 0.00| 0.15000 554.85| 0.15000 554.85
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0176 808-06716 3816.000 LFT | 0.00000 0.00| 0.36000 1373.76| 0.36000 1373.76
LINE, REMOVE | | |
0177 808-06726 34.000 LFT | 0.00000 0.00| 4.09000 139.06| 4.10000 139.40
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0178 808-74807 2.000 EACH | 0.00000 0.00| 129.54000 259.08| 130.00000 260.00
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0179 808-75053 200.000 LFT | 0.00000 0.00| 5.81000 1162.00| 5.80000 1160.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
8 IN | | |
0181 808-75061 35500.000 LFT | 0.00000 0.00| 3.86000 137030.00| 3.85000 136675.00
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
5 IN | | |
0182 808-75067 249.000 LFT | 0.00000 0.00| 17.44000 4342.56| 17.50000 4357.50
TRANSVERSE MARKING, PREFORMED PLASTIC, | | |
STOP LINE , WHITE 24 IN | | |
0183 808-75327 259.000 LFT | 0.00000 0.00| 8.72000 2258.48| 8.75000 2266.25
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -11
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 808-75996 28.000 EACH | 0.00000 0.00| 10.20000 285.60| 41.00000 1148.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0185 808-75998 1946.000 EACH | 0.00000 0.00| 16.07000 31272.22| 17.75000 34541.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0186 808-97027 312.000 LFT | 0.00000 0.00| 5.81000 1812.72| 5.80000 1809.60
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
8 IN | | |
0380 202-03000 LUMP | 0.00000 0.00| 4535.00000 4535.00| 16000.00000 16000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 01 | | |
0381 202-03000 LUMP | 0.00000 0.00| 10965.00000 10965.00| 13000.00000 13000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 05 | | |
0382 202-03000 LUMP | 0.00000 0.00| 10965.00000 10965.00| 13000.00000 13000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 06 | | |
0383 202-03000 LUMP | 0.00000 0.00| 7695.00000 7695.00| 24000.00000 24000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 12 | | |
0384 202-03000 LUMP | 0.00000 0.00| 7905.00000 7905.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 13 | | |
0385 202-03000 LUMP | 0.00000 0.00| 7395.00000 7395.00| 9000.00000 9000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 14 | | |
0386 202-03000 LUMP | 0.00000 0.00| 5455.00000 5455.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 15 | | |
0387 202-03000 LUMP | 0.00000 0.00| 5455.00000 5455.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 16 | | |
0388 202-03000 LUMP | 0.00000 0.00| 7333.25000 7333.25| 16000.00000 16000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 17 | | |
0389 202-03000 LUMP | 0.00000 0.00| 9945.00000 9945.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 18 | | |
0390 202-03000 LUMP | 0.00000 0.00| 10098.00000 10098.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 19 | | |
0391 202-03000 LUMP | 0.00000 0.00| 9052.50000 9052.50| 11000.00000 11000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 20 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -12
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0392 202-03000 LUMP | 0.00000 0.00| 12240.00000 12240.00| 14000.00000 14000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 21 | | |
0393 202-03000 LUMP | 0.00000 0.00| 10455.00000 10455.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 23 | | |
0394 202-03000 LUMP | 0.00000 0.00| 5145.00000 5145.00| 22000.00000 22000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 30 | | |
0395 202-03000 LUMP | 0.00000 0.00| 11934.00000 11934.00| 14000.00000 14000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 32 | | |
0396 202-03000 LUMP | 0.00000 0.00| 7905.00000 7905.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
0397 202-03000 LUMP | 0.00000 0.00| 10200.00000 10200.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 35 | | |
0398 202-03000 LUMP | 0.00000 0.00| 10200.00000 10200.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 37 | | |
0399 202-03000 LUMP | 0.00000 0.00| 6575.00000 6575.00| 18000.00000 18000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 38 | | |
0400 202-03135 1908.000 SFT | 0.00000 0.00| 6.12000 11676.96| 11.75000 22419.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0401 211-09264 660.000 CYS | 0.00000 0.00| 23.46000 15483.60| 18.45000 12177.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0402 714-09967 183.000 LFT | 0.00000 0.00| 816.00000 149328.00| 550.00000 100650.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS, 8 FT. X 9 FT. | | |
0403 715-05019 205.000 LFT | 0.00000 0.00| 60.18000 12336.90| 91.00000 18655.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0404 715-05239 95.000 LFT | 0.00000 0.00| 107.10000 10174.50| 141.00000 13395.00
PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SF | | |
0405 715-08305 77.400 TON | 0.00000 0.00| 82.00000 6346.80| 84.00000 6501.60
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0406 715-46040 6.000 EACH | 0.00000 0.00| 1326.00000 7956.00| 1445.00000 8670.00
PIPE END SECTION, 36 IN | | |
0407 715-97804 2.000 EACH | 0.00000 0.00| 1581.00000 3162.00| 2055.00000 4110.00
PIPE END SECTION, MIN AREA 7.4 SF | | |
0408 716-04832 430.000 LFT | 0.00000 0.00| 132.60000 57018.00| 113.00000 48590.00
PIPE CASING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -13
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0438 701-08122 1300.000 LFT | 0.00000 0.00| 45.90000 59670.00| 56.00000 72800.00
PILE, CONCRETE, STEEL SHELL, ENCASED, | | |
0375 IN, 14 IN 0.375 IN., 14 IN. | | |
0440 215-07706 1500.000 TON | 0.00000 0.00| 107.10000 160650.00| 110.00000 165000.00
CHEMICAL MODIFICATION, SOILS , DRYING | | |
SOILS FOR WORKING PLATFORM | | |
0441 402-07784 93.000 TON | 0.00000 0.00| 81.00000 7533.00| 83.00000 7719.00
HMA SURFACE, TYPE D | | |
0442 402-07785 52.000 TON | 0.00000 0.00| 81.00000 4212.00| 83.00000 4316.00
HMA INTERMEDIATE, TYPE D | | |
0443 720-45035 1.000 EACH | 0.00000 0.00| 1530.00000 1530.00| 1700.00000 1700.00
INLET, F7 | | |
0444 720-45400 6.000 EACH | 0.00000 0.00| 2142.00000 12852.00| 2800.00000 16800.00
MANHOLE, A4 | | |
0445 721-09985 1.000 EACH | 0.00000 0.00| 790.50000 790.50| 5400.00000 5400.00
AUTOMATIC DRAINAGE GATE, 15 IN. X 15 IN | | |
0446 804-06771 650.000 EACH | 0.00000 0.00| 25.50000 16575.00| 27.50000 17875.00
DELINEATOR POST, FLEXIBLE | | |
0452 202-74040 1.000 EACH | 0.00000 0.00| 1530.00000 1530.00| 340.00000 340.00
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0454 720-95409 1.000 EACH | 0.00000 0.00| 2754.00000 2754.00| 7200.00000 7200.00
MANHOLE, J4, MODIFIED | | |
0456 808-09381 LUMP | 0.00000 0.00| 1020.00000 1020.00| 1100.00000 1100.00
RETRO-REFLECTIVITY TESTING | | |
0459 202-01261 1.000 EACH | 0.00000 0.00| 765.00000 765.00| 153.00000 153.00
TESTING FOR ASBESTOS, TYPE , I | | |
0461 202-01261 1.000 EACH | 0.00000 0.00| 765.00000 765.00| 153.00000 153.00
TESTING FOR ASBESTOS, TYPE , II | | |
SECTION TOTALS | $ 0.00| $ 16,452,359.85| $ 16,596,965.57
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ADMINISTRATIVE ITEMS
| | |
0372 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0373 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0374 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0375 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0376 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -14
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 38-3082681 |( 2 ) 35-1139301 |( 3 ) 35-1698047
|D J MCQUESTION & SONS INC |E & B PAVING INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0377 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0378 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0379 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0458 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
SECTION TOTALS | $ 9.00| $ 9.00| $ 9.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9.00| $ 16,452,368.85| $ 16,596,974.57
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -15
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP OPTION
| | |
0001 105-06845 LUMP | 58344.00000 58344.00| 103060.00000 103060.00| 965000.00000 965000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 5.000 EACH | 65.00000 325.00| 85.00000 425.00| 250.00000 1250.00
RADIO | | |
0003 105-08520 5.000 EACH | 95.00000 475.00| 85.00000 425.00| 250.00000 1250.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 150.000 MOS | 60.00000 9000.00| 36.00000 5400.00| 50.00000 7500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 150.000 MOS | 15.00000 2250.00| 36.00000 5400.00| 50.00000 7500.00
RADIO ONLY SERVICE | | |
0006 110-01001 LUMP | 842178.67000 842178.67| 845000.00000 845000.00| 853000.00000 853000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 113-01614 LUMP | 15100.00000 15100.00| 15100.00000 15100.00| 15100.00000 15100.00
PARTNERING OVERHEAD | | |
0008 201-52370 LUMP | 252653.60000 252653.60| 90000.00000 90000.00| 255000.00000 255000.00
CLEARING RIGHT OF WAY | | |
0009 202-02240 9533.000 SYS | 5.40000 51478.20| 4.50000 42898.50| 5.50000 52431.50
PAVEMENT REMOVAL | | |
0010 203-02000 80498.000 CYS | 14.00000 1126972.00| 15.50000 1247719.00| 11.00000 885478.00
EXCAVATION, COMMON | | |
0011 203-02070 847477.000 CYS | 2.37000 2008520.49| 2.75000 2330561.75| 3.00000 2542431.00
BORROW | | |
0012 205-03371 3015.000 CYS | 5.00000 15075.00| 5.00000 15075.00| 6.00000 18090.00
SEDIMENT, REMOVE | | |
0013 205-06930 44.800 TON | 42.00000 1881.60| 42.00000 1881.60| 30.00000 1344.00
SPLASHPAD, RIPRAP | | |
0014 205-06931 567.500 TON | 50.00000 28375.00| 50.00000 28375.00| 30.00000 17025.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 25.000 EACH | 100.00000 2500.00| 90.00000 2250.00| 90.00000 2250.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06936 637.200 TON | 72.00000 45878.40| 72.00000 45878.40| 25.00000 15930.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 4660.000 LFT | 2.50000 11650.00| 1.35000 6291.00| 1.35000 6291.00
TEMPORARY SILT FENCE | | |
0018 205-06938 1692.000 LFT | 17.00000 28764.00| 17.00000 28764.00| 6.00000 10152.00
TEMPORARY SLOPE DRAIN | | |
0019 205-09543 100.000 TON | 22.00000 2200.00| 22.00000 2200.00| 25.00000 2500.00
NO 2 STONE | | |
0020 207-08262 12602.000 SYS | 4.20000 52928.40| 4.20000 52928.40| 2.00000 25204.00
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -16
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08263 129616.000 SYS | 4.20000 544387.20| 4.20000 544387.20| 4.30000 557348.80
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 6023.000 SYS | 3.70000 22285.10| 3.70000 22285.10| 7.00000 42161.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-02050 45033.000 CYS | 18.75000 844368.75| 15.93000 717375.69| 8.60000 387283.80
B BORROW | | |
0024 211-06467 77.000 CYS | 76.15000 5863.55| 54.00000 4158.00| 30.00000 2310.00
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09264 1517.000 CYS | 29.00000 43993.00| 29.00000 43993.00| 22.00000 33374.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0026 211-09265 4995.000 CYS | 24.00000 119880.00| 24.00000 119880.00| 26.00000 129870.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 211-09266 12585.000 CYS | 31.00000 390135.00| 19.00000 239115.00| 28.00000 352380.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0028 211-09268 169.000 CYS | 105.00000 17745.00| 105.00000 17745.00| 95.00000 16055.00
STRUCTURAL BACKFILL, TYPE 5 | | |
0029 301-07448 13991.400 TON | 11.20000 156703.68| 20.00000 279828.00| 13.50000 188883.90
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-06464 22492.000 CYS | 25.25000 567923.00| 25.85000 581418.20| 23.10000 519565.20
SUBBASE FOR PCCP | | |
0031 302-07455 298.000 CYS | 62.00000 18476.00| 39.00000 11622.00| 50.00000 14900.00
DENSE GRADED SUBBASE | | |
0032 303-01180 14309.000 TON | 11.20000 160260.80| 13.20000 188878.80| 13.28000 190023.52
COMPACTED AGGREGATE, NO. 53 | | |
0033 401-07320 3194.000 TON | 57.00000 182058.00| 46.20000 147562.80| 46.20000 147562.80
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0035 401-07389 6502.000 TON | 50.00000 325100.00| 37.35000 242849.70| 37.35000 242849.70
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0037 401-07406 6711.000 TON | 50.00000 335550.00| 45.00000 301995.00| 38.00000 255018.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0038 402-07432 413.000 TON | 88.00000 36344.00| 60.00000 24780.00| 60.00000 24780.00
HMA SURFACE, TYPE A | | |
0039 402-07433 428.000 TON | 47.00000 20116.00| 60.00000 25680.00| 60.00000 25680.00
HMA SURFACE, TYPE B | | |
0040 402-07438 925.000 TON | 47.00000 43475.00| 60.00000 55500.00| 60.00000 55500.00
HMA INTERMEDIATE, TYPE B | | |
0041 402-07453 183.300 TON | 112.00000 20529.60| 44.50000 8156.85| 44.50000 8156.85
HMA FOR TEMPORARY PAVEMENT | | |
0042 406-05521 75619.000 SYS | 0.10000 7561.90| 0.20000 15123.80| 0.20000 15123.80
ASPHALT FOR TACK COAT | | |
0043 501-06266 LUMP | 3140.00000 3140.00| 4500.00000 4500.00| 7500.00000 7500.00
PROFILOGRAPH, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -17
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 501-08193 79893.000 SYS | 24.75000 1977351.75| 24.15000 1929415.95| 25.00000 1997325.00
QC/QA-PCCP, 10.5 IN | | |
0045 503-05240 40522.000 LFT | 8.00000 324176.00| 9.64000 390632.08| 9.00000 364698.00
D-1 CONTRACTION JOINT | | |
0046 503-05310 232.000 LFT | 98.90000 22944.80| 33.00000 7656.00| 160.00000 37120.00
TERMINAL JOINT | | |
0047 506-06333 300.000 SYS | 68.95000 20685.00| 114.25000 34275.00| 114.25000 34275.00
PCCP PATCHING, FULL DEPTH | | |
0048 601-01522 16.000 EACH | 2000.00000 32000.00| 2000.00000 32000.00| 2000.00000 32000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0049 601-06238 2.000 EACH | 16500.00000 33000.00| 16500.00000 33000.00| 16500.00000 33000.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0050 601-94689 12.000 EACH | 2500.00000 30000.00| 2500.00000 30000.00| 2500.00000 30000.00
GUARDRAIL END TREATMENT, OS | | |
0051 601-94690 4.000 EACH | 3500.00000 14000.00| 3500.00000 14000.00| 3500.00000 14000.00
GUARDRAIL END TREATMENT, MS | | |
0052 601-99105 1031.250 LFT | 18.00000 18562.50| 18.00000 18562.50| 18.00000 18562.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0053 601-99108 1200.000 LFT | 24.00000 28800.00| 24.00000 28800.00| 24.00000 28800.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0054 602-06729 178.000 EACH | 7.25000 1290.50| 9.00000 1602.00| 9.00000 1602.00
BARRIER DELINEATOR | | |
0055 603-06040 26702.000 LFT | 4.90000 130839.80| 4.90000 130839.80| 4.90000 130839.80
FENCE, FARM FIELD, 47 IN | | |
0056 605-52807 387.500 LFT | 20.65000 8001.88| 20.25000 7846.88| 20.25000 7846.88
CURB AND GUTTER, COMBINED | | |
0057 606-07484 50847.700 LFT | 0.16000 8135.63| 0.01000 508.48| 0.01000 508.48
MILLED HMA SHOULDER CORRUGATIONS | | |
0058 609-06259 1736.000 SYS | 79.95000 138793.20| 77.00000 133672.00| 75.00000 130200.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0059 610-07486 578.000 TON | 47.00000 27166.00| 48.30000 27917.40| 48.30000 27917.40
HMA FOR APPROACHES, TYPE A | | |
0060 610-07487 2216.000 TON | 47.00000 104152.00| 47.50000 105260.00| 47.50000 105260.00
HMA FOR APPROACHES, TYPE B | | |
0061 615-06490 23.000 EACH | 130.00000 2990.00| 130.00000 2990.00| 130.00000 2990.00
RIGHT OF WAY MARKER | | |
0062 615-06505 24.000 EACH | 500.00000 12000.00| 500.00000 12000.00| 500.00000 12000.00
MONUMENT, B | | |
0063 615-06510 26.000 EACH | 350.00000 9100.00| 350.00000 9100.00| 350.00000 9100.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -18
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 615-06515 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00
MONUMENT, D | | |
0065 616-02320 6808.000 SYS | 2.00000 13616.00| 2.00000 13616.00| 1.50000 10212.00
GEOTEXTILES | | |
0066 616-06405 2273.000 TON | 30.00000 68190.00| 30.00000 68190.00| 25.00000 56825.00
RIPRAP, REVETMENT | | |
0067 616-06451 25.400 TON | 32.00000 812.80| 32.00000 812.80| 25.00000 635.00
RIPRAP, UNIFORM | | |
0068 621-01004 4.000 EACH | 400.00000 1600.00| 550.00000 2200.00| 550.00000 2200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 23.900 TON | 660.00000 15774.00| 660.00000 15774.00| 660.00000 15774.00
FERTILIZER | | |
0070 621-06553 9025.000 LBS | 2.25000 20306.25| 4.25000 38356.25| 4.25000 38356.25
SEED MIXTURE, R | | |
0071 621-06557 2120.000 LBS | 1.55000 3286.00| 1.97000 4176.40| 1.97000 4176.40
SEED MIXTURE, T | | |
0072 621-06565 159.200 TON | 285.00000 45372.00| 160.00000 25472.00| 160.00000 25472.00
MULCHING MATERIAL | | |
0073 621-06567 78.000 kGAL | 2.25000 175.50| 1.00000 78.00| 1.00000 78.00
WATER | | |
0074 621-06574 19487.000 SYS | 3.50000 68204.50| 2.72000 53004.64| 2.72000 53004.64
SODDING | | |
0075 628-09403 30.000 MOS | 1930.25000 57907.50| 1348.00000 40440.00| 1550.00000 46500.00
FIELD OFFICE, C | | |
0076 628-09407 90.000 MOS | 205.00000 18450.00| 693.00000 62370.00| 50.00000 4500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0078 701-06011 4.000 EACH | 1400.00000 5600.00| 2100.00000 8400.00| 250.00000 1000.00
DYNAMIC PILE LOAD TEST | | |
0079 701-09557 142.000 LFT | 49.85000 7078.70| 41.00000 5822.00| 85.00000 12070.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0080 701-09559 4.000 EACH | 1185.00000 4740.00| 1450.00000 5800.00| 250.00000 1000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0081 701-09665 2380.000 LFT | 46.00000 109480.00| 58.00000 138040.00| 30.00000 71400.00
PILE, STEEL PIPE, 0.375 IN, 14 IN | | |
0082 703-06029 339219.000 LBS | 0.88000 298512.72| 0.80000 271375.20| 0.85000 288336.15
REINFORCING BARS, EPOXY COATED | | |
0083 704-51002 798.200 CYS | 550.00000 439010.00| 420.00000 335244.00| 625.00000 498875.00
CONCRETE, C, SUPERSTRUCTURE | | |
0084 706-05734 24.000 EACH | 1165.00000 27960.00| 1300.00000 31200.00| 1500.00000 36000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -19
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 706-08496 1189.000 SYS | 102.00000 121278.00| 79.00000 93931.00| 75.00000 89175.00
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0086 706-09545 135.000 CYS | 36.75000 4961.25| 28.00000 3780.00| 50.00000 6750.00
COARSE AGGREGATE, NO 8 | | |
0087 706-51020 193.000 CYS | 685.00000 132205.00| 399.00000 77007.00| 650.00000 125450.00
CONCRETE, C, RAILING | | |
0088 707-05984 1361.000 LFT | 140.00000 190540.00| 174.00000 236814.00| 260.00000 353860.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0089 709-51821 LUMP | 100.00000 100.00| 3840.00000 3840.00| 3840.00000 3840.00
SURFACE SEAL | | |
0090 709-51821 LUMP | 4280.76000 4280.76| 6790.00000 6790.00| 6110.00000 6110.00
SURFACE SEAL , STR NO 24-02-8874 | | |
0091 709-51821 LUMP | 2721.30000 2721.30| 3570.00000 3570.00| 3230.00000 3230.00
SURFACE SEAL , STR NO 24-02-8875 | | |
0092 709-51821 LUMP | 2218.87000 2218.87| 4130.00000 4130.00| 3790.00000 3790.00
SURFACE SEAL , STR NO 24-02-9385 | | |
0093 714-01090 216.000 LFT | 565.00000 122040.00| 625.00000 135000.00| 400.00000 86400.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS 7FT X 6FT | | |
0094 714-08514 1990.300 SFT | 115.50000 229879.65| 85.00000 169175.50| 30.00000 59709.00
WINGWALL | | |
0095 714-09726 97.000 SFT | 60.50000 5868.50| 100.00000 9700.00| 30.00000 2910.00
HEADWALL | | |
0096 714-26703 76.000 LFT | 474.50000 36062.00| 500.00000 38000.00| 400.00000 30400.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0098 714-26722 261.000 LFT | 760.85000 198581.85| 950.00000 247950.00| 700.00000 182700.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTION 10' X 8' | | |
0099 714-95914 198.000 LFT | 960.00000 190080.00| 1000.00000 198000.00| 700.00000 138600.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTIONS 10 FT X 9 FT | | |
0100 715-05048 49487.000 LFT | 2.65000 131140.55| 2.65000 131140.55| 1.60000 79179.20
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0101 715-05053 9120.000 LFT | 8.00000 72960.00| 8.00000 72960.00| 8.00000 72960.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0102 715-05118 263.000 LFT | 25.00000 6575.00| 25.00000 6575.00| 15.00000 3945.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0103 715-05119 149.000 LFT | 27.00000 4023.00| 27.00000 4023.00| 17.00000 2533.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0104 715-05121 85.000 LFT | 30.00000 2550.00| 30.00000 2550.00| 20.00000 1700.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -20
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0105 715-05122 14.000 LFT | 34.00000 476.00| 34.00000 476.00| 35.00000 490.00
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0106 715-05151 2319.000 LFT | 27.00000 62613.00| 27.00000 62613.00| 25.00000 57975.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0107 715-05152 88.000 LFT | 29.00000 2552.00| 29.00000 2552.00| 26.00000 2288.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0108 715-05153 96.000 LFT | 32.00000 3072.00| 32.00000 3072.00| 30.00000 2880.00
PIPE, TYPE 2, CIRCULAR, 21 IN | | |
0109 715-05154 811.000 LFT | 36.00000 29196.00| 36.00000 29196.00| 35.00000 28385.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0110 715-05169 107.000 LFT | 27.00000 2889.00| 27.00000 2889.00| 24.00000 2568.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0111 715-05407 360.000 LFT | 16.31000 5871.60| 12.00000 4320.00| 7.00000 2520.00
PIPE, END BENT DRAIN, 6 IN | | |
0112 715-05438 1361.000 LFT | 15.00000 20415.00| 15.00000 20415.00| 1.50000 2041.50
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0113 715-05443 5446.000 LFT | 30.00000 163380.00| 30.00000 163380.00| 30.00000 163380.00
PIPE, DRAIN TILE TERMINAL SECTION, 12 I | | |
0114 715-05445 420.000 LFT | 38.00000 15960.00| 38.00000 15960.00| 40.00000 16800.00
PIPE, DRAIN TILE, TERMINAL SECTION 18 I | | |
0115 715-46000 6.000 EACH | 295.00000 1770.00| 295.00000 1770.00| 200.00000 1200.00
PIPE END SECTION, 12 IN | | |
0116 715-46005 30.000 EACH | 325.00000 9750.00| 325.00000 9750.00| 300.00000 9000.00
PIPE END SECTION, 15 IN | | |
0117 715-46010 9.000 EACH | 350.00000 3150.00| 350.00000 3150.00| 400.00000 3600.00
PIPE END SECTION, 18 IN | | |
0118 715-46015 3.000 EACH | 370.00000 1110.00| 370.00000 1110.00| 425.00000 1275.00
PIPE END SECTION, 21 IN | | |
0119 718-06528 2.000 EACH | 840.00000 1680.00| 840.00000 1680.00| 345.00000 690.00
OUTLET PROTECTOR, 1 | | |
0120 718-06529 66.000 EACH | 730.00000 48180.00| 730.00000 48180.00| 300.00000 19800.00
OUTLET PROTECTOR, 2 | | |
0121 718-06531 19.000 EACH | 630.00000 11970.00| 630.00000 11970.00| 380.00000 7220.00
OUTLET PROTECTOR, 3 | | |
0122 718-06532 6500.000 LFT | 0.85000 5525.00| 0.85000 5525.00| 0.85000 5525.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0123 718-52610 5389.000 CYS | 32.00000 172448.00| 32.00000 172448.00| 30.00000 161670.00
AGGREGATE FOR UNDERDRAINS | | |
0124 718-99153 43054.000 SYS | 1.00000 43054.00| 1.00000 43054.00| 1.00000 43054.00
GEOTEXTILES FOR UNDERDRAIN | | |
0125 719-05439 4084.000 LFT | 8.00000 32672.00| 8.00000 32672.00| 1.75000 7147.00
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -21
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0126 719-05440 1361.000 LFT | 10.00000 13610.00| 10.00000 13610.00| 3.50000 4763.50
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
0127 719-09505 13614.000 LFT | 3.00000 40842.00| 3.00000 40842.00| 2.30000 31312.20
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0128 720-45066 6.000 EACH | 3400.00000 20400.00| 3400.00000 20400.00| 3750.00000 22500.00
INLET, N12, MODIFIED | | |
0129 720-45235 3.000 EACH | 1650.00000 4950.00| 1650.00000 4950.00| 1500.00000 4500.00
CATCH BASIN, E7 | | |
0130 720-94847 2.000 EACH | 2100.00000 4200.00| 2100.00000 4200.00| 1500.00000 3000.00
INLET, R13, MODIFIED | | |
0131 720-95310 13.000 EACH | 2400.00000 31200.00| 2400.00000 31200.00| 3000.00000 39000.00
INLET, P12A, MODIFIED | | |
0132 731-08252 732.000 LFT | 31.75000 23241.00| 21.00000 15372.00| 15.00000 10980.00
LEVELING PAD | | |
0133 731-93945 25312.000 SFT | 11.20000 283494.40| 14.00000 354368.00| 12.00000 303744.00
FACE PANELS, CONCRETE | | |
0134 731-93946 25777.000 SFT | 9.50000 244881.50| 6.00000 154662.00| 5.00000 128885.00
WALL ERECTION | | |
0135 731-93947 638.000 LFT | 31.75000 20256.50| 33.00000 21054.00| 15.00000 9570.00
LEVELING PAD, CONCRETE | | |
0136 801-03290 4.000 EACH | 254.00000 1016.00| 175.00000 700.00| 254.00000 1016.00
CONSTRUCTION SIGN, C | | |
0137 801-04308 7.000 EACH | 615.00000 4305.00| 229.00000 1603.00| 615.00000 4305.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0138 801-06203 22237.000 LFT | 0.14000 3113.18| 0.24000 5336.88| 0.14000 3113.18
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0139 801-06586 2125.000 LFT | 0.28000 595.00| 0.45000 956.25| 0.28000 595.00
TEMPORARY PAVEMENT MARKING, 8 IN | | |
0140 801-06625 38.000 EACH | 55.00000 2090.00| 109.00000 4142.00| 55.00000 2090.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0141 801-06640 83.000 EACH | 202.00000 16766.00| 175.00000 14525.00| 202.00000 16766.00
CONSTRUCTION SIGN, A | | |
0142 801-06645 13.000 EACH | 113.00000 1469.00| 50.00000 650.00| 113.00000 1469.00
CONSTRUCTION SIGN, B | | |
0143 801-06710 720.000 DAY | 1.00000 720.00| 12.50000 9000.00| 1.00000 720.00
FLASHING ARROW SIGN | | |
0144 801-06775 LUMP | 172356.00000 172356.00| 141470.00000 141470.00| 500000.00000 500000.00
MAINTAINING TRAFFIC | | |
0145 801-07118 912.000 LFT | 19.90000 18148.80| 15.00000 13680.00| 19.90000 18148.80
BARRICADE, III-A | | |
0146 801-07119 156.000 LFT | 26.35000 4110.60| 16.00000 2496.00| 26.35000 4110.60
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -22
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 801-08400 6094.000 LFT | 22.60000 137724.40| 20.25000 123403.50| 20.25000 123403.50
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0148 801-52817 1.000 EACH | 13100.00000 13100.00| 7500.00000 7500.00| 10000.00000 10000.00
TEMPORARY CROSSOVER, B | | |
0149 801-52818 1.000 EACH | 17600.00000 17600.00| 12000.00000 12000.00| 10000.00000 10000.00
TEMPORARY CROSSOVER, A | | |
0150 802-04893 8.000 EACH | 100.00000 800.00| 108.00000 864.00| 100.00000 800.00
REFERENCE POST | | |
0151 802-05704 369.850 LFT | 10.50000 3883.43| 10.00000 3698.50| 10.50000 3883.43
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0152 802-05705 130.000 LFT | 10.00000 1300.00| 10.00000 1300.00| 10.00000 1300.00
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0153 802-07057 1447.000 SFT | 15.00000 21705.00| 13.00000 18811.00| 15.00000 21705.00
SIGN, PANEL, WITH LEGEND | | |
0154 802-07059 24.000 EACH | 65.00000 1560.00| 45.00000 1080.00| 65.00000 1560.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0155 802-07151 20.000 EACH | 475.00000 9500.00| 250.00000 5000.00| 475.00000 9500.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0156 802-07152 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0157 802-09221 2.000 EACH | 15250.00000 30500.00| 15250.00000 30500.00| 16250.00000 32500.00
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE A | | |
0158 802-09712 1.000 EACH | 81000.00000 81000.00| 81000.00000 81000.00| 84667.00000 84667.00
OVERHEAD SIGN STRUCTURE, A | | |
0159 802-09838 156.630 SFT | 10.00000 1566.30| 12.00000 1879.56| 10.00000 1566.30
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0160 802-09840 261.000 SFT | 10.50000 2740.50| 13.00000 3393.00| 10.50000 2740.50
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0161 802-76095 3869.000 LBS | 2.25000 8705.25| 2.50000 9672.50| 2.25000 8705.25
STRUCTURAL STEEL, BREAKAWAY | | |
0162 805-01300 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0163 805-78190 4.000 EACH | 335.00000 1340.00| 335.00000 1340.00| 335.00000 1340.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
0164 805-78195 4.000 EACH | 315.00000 1260.00| 315.00000 1260.00| 315.00000 1260.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -23
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0165 805-78470 170.000 LFT | 0.75000 127.50| 0.75000 127.50| 0.75000 127.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0166 805-78510 12.000 LFT | 5.00000 60.00| 5.00000 60.00| 5.00000 60.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0167 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00
SIGNAL DETECTOR HOUSING | | |
0168 805-78795 57.000 LFT | 15.00000 855.00| 15.00000 855.00| 15.00000 855.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0169 808-03631 107772.000 LFT | 0.26000 28020.72| 0.56000 60352.32| 0.24000 25865.28
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0170 808-03632 107361.000 LFT | 0.26000 27913.86| 0.56000 60122.16| 0.24000 25766.64
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0171 808-05534 6690.000 LFT | 0.48000 3211.20| 1.60000 10704.00| 0.46000 3077.40
LINE, EPOXY, SOLID, WHITE, 8 IN | | |
0172 808-05535 271.000 LFT | 12.75000 3455.25| 9.00000 2439.00| 12.75000 3455.25
TRANSVERSE MARKINGS EPOXY SOLID WHITE, | | |
CROSSHATCH LINE 24" | | |
0173 808-06706 390.000 LFT | 4.00000 1560.00| 8.00000 3120.00| 4.00000 1560.00
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0174 808-06713 4538.000 LFT | 0.22000 998.36| 0.25000 1134.50| 0.21000 952.98
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0175 808-06714 3699.000 LFT | 0.22000 813.78| 0.25000 924.75| 0.21000 776.79
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0176 808-06716 3816.000 LFT | 0.75000 2862.00| 1.00000 3816.00| 0.75000 2862.00
LINE, REMOVE | | |
0177 808-06726 34.000 LFT | 7.70000 261.80| 10.00000 340.00| 7.70000 261.80
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0178 808-74807 2.000 EACH | 205.00000 410.00| 250.00000 500.00| 170.00000 340.00
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0179 808-75053 200.000 LFT | 2.35000 470.00| 12.00000 2400.00| 2.35000 470.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
8 IN | | |
0181 808-75061 35500.000 LFT | 0.10000 3550.00| 4.00000 142000.00| 0.10000 3550.00
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
5 IN | | |
0182 808-75067 249.000 LFT | 14.50000 3610.50| 29.00000 7221.00| 14.50000 3610.50
TRANSVERSE MARKING, PREFORMED PLASTIC, | | |
STOP LINE , WHITE 24 IN | | |
0183 808-75327 259.000 LFT | 5.00000 1295.00| 15.00000 3885.00| 5.00000 1295.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -24
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 808-75996 28.000 EACH | 5.00000 140.00| 1.00000 28.00| 5.00000 140.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0185 808-75998 1946.000 EACH | 15.75000 30649.50| 15.75000 30649.50| 15.75000 30649.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0186 808-97027 312.000 LFT | 2.35000 733.20| 6.00000 1872.00| 2.35000 733.20
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
8 IN | | |
0380 202-03000 LUMP | 15335.00000 15335.00| 24190.00000 24190.00| 9800.00000 9800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 01 | | |
0381 202-03000 LUMP | 12635.00000 12635.00| 9300.00000 9300.00| 7600.00000 7600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 05 | | |
0382 202-03000 LUMP | 12885.00000 12885.00| 8600.00000 8600.00| 8500.00000 8500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 06 | | |
0383 202-03000 LUMP | 23850.00000 23850.00| 335.00000 335.00| 2000.00000 2000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 12 | | |
0384 202-03000 LUMP | 11885.00000 11885.00| 1400.00000 1400.00| 3250.00000 3250.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 13 | | |
0385 202-03000 LUMP | 11235.00000 11235.00| 2965.00000 2965.00| 500.00000 500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 14 | | |
0386 202-03000 LUMP | 13285.00000 13285.00| 11120.00000 11120.00| 7800.00000 7800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 15 | | |
0387 202-03000 LUMP | 14085.00000 14085.00| 22945.00000 22945.00| 8900.00000 8900.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 16 | | |
0388 202-03000 LUMP | 15185.00000 15185.00| 22295.00000 22295.00| 7800.00000 7800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 17 | | |
0389 202-03000 LUMP | 12635.00000 12635.00| 9130.00000 9130.00| 7800.00000 7800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 18 | | |
0390 202-03000 LUMP | 12635.00000 12635.00| 8600.00000 8600.00| 8200.00000 8200.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 19 | | |
0391 202-03000 LUMP | 12385.00000 12385.00| 8600.00000 8600.00| 8900.00000 8900.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 20 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -25
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0392 202-03000 LUMP | 13635.00000 13635.00| 9130.00000 9130.00| 8900.00000 8900.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 21 | | |
0393 202-03000 LUMP | 12385.00000 12385.00| 17555.00000 17555.00| 11600.00000 11600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 23 | | |
0394 202-03000 LUMP | 18335.00000 18335.00| 22295.00000 22295.00| 14600.00000 14600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 30 | | |
0395 202-03000 LUMP | 12185.00000 12185.00| 8600.00000 8600.00| 11600.00000 11600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 32 | | |
0396 202-03000 LUMP | 10335.00000 10335.00| 1650.00000 1650.00| 3800.00000 3800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
0397 202-03000 LUMP | 11685.00000 11685.00| 9130.00000 9130.00| 9600.00000 9600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 35 | | |
0398 202-03000 LUMP | 11635.00000 11635.00| 11120.00000 11120.00| 9600.00000 9600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 37 | | |
0399 202-03000 LUMP | 17514.76000 17514.76| 1625.00000 1625.00| 1800.00000 1800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 38 | | |
0400 202-03135 1908.000 SFT | 11.50000 21942.00| 11.50000 21942.00| 11.50000 21942.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0401 211-09264 660.000 CYS | 23.00000 15180.00| 23.00000 15180.00| 25.00000 16500.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0402 714-09967 183.000 LFT | 760.00000 139080.00| 800.00000 146400.00| 700.00000 128100.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS, 8 FT. X 9 FT. | | |
0403 715-05019 205.000 LFT | 59.00000 12095.00| 59.00000 12095.00| 55.00000 11275.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0404 715-05239 95.000 LFT | 105.00000 9975.00| 105.00000 9975.00| 112.47000 10684.65
PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SF | | |
0405 715-08305 77.400 TON | 82.00000 6346.80| 67.90000 5255.46| 100.00000 7740.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0406 715-46040 6.000 EACH | 1300.00000 7800.00| 1300.00000 7800.00| 1000.00000 6000.00
PIPE END SECTION, 36 IN | | |
0407 715-97804 2.000 EACH | 1550.00000 3100.00| 1550.00000 3100.00| 1500.00000 3000.00
PIPE END SECTION, MIN AREA 7.4 SF | | |
0408 716-04832 430.000 LFT | 130.00000 55900.00| 130.00000 55900.00| 60.00000 25800.00
PIPE CASING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -26
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0438 701-08122 1300.000 LFT | 45.75000 59475.00| 58.00000 75400.00| 30.00000 39000.00
PILE, CONCRETE, STEEL SHELL, ENCASED, | | |
0375 IN, 14 IN 0.375 IN., 14 IN. | | |
0440 215-07706 1500.000 TON | 105.00000 157500.00| 105.00000 157500.00| 105.00000 157500.00
CHEMICAL MODIFICATION, SOILS , DRYING | | |
SOILS FOR WORKING PLATFORM | | |
0441 402-07784 93.000 TON | 81.00000 7533.00| 78.00000 7254.00| 78.00000 7254.00
HMA SURFACE, TYPE D | | |
0442 402-07785 52.000 TON | 81.00000 4212.00| 65.00000 3380.00| 65.00000 3380.00
HMA INTERMEDIATE, TYPE D | | |
0443 720-45035 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00
INLET, F7 | | |
0444 720-45400 6.000 EACH | 2100.00000 12600.00| 2100.00000 12600.00| 2500.00000 15000.00
MANHOLE, A4 | | |
0445 721-09985 1.000 EACH | 775.00000 775.00| 775.00000 775.00| 1250.00000 1250.00
AUTOMATIC DRAINAGE GATE, 15 IN. X 15 IN | | |
0446 804-06771 650.000 EACH | 25.00000 16250.00| 25.00000 16250.00| 25.00000 16250.00
DELINEATOR POST, FLEXIBLE | | |
0452 202-74040 1.000 EACH | 1500.00000 1500.00| 59.00000 59.00| 1500.00000 1500.00
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0454 720-95409 1.000 EACH | 2700.00000 2700.00| 2700.00000 2700.00| 3000.00000 3000.00
MANHOLE, J4, MODIFIED | | |
0456 808-09381 LUMP | 1150.00000 1150.00| 3600.00000 3600.00| 1150.00000 1150.00
RETRO-REFLECTIVITY TESTING | | |
0459 202-01261 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
TESTING FOR ASBESTOS, TYPE , I | | |
0461 202-01261 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
TESTING FOR ASBESTOS, TYPE , II | | |
SECTION TOTALS | $ 16,843,565.39| $ 16,883,604.60| $ 17,046,415.82
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ADMINISTRATIVE ITEMS
| | |
0372 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0373 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0374 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0375 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0376 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -27
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-1065659 |( 6 ) 35-1875662
|PRIMCO INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0377 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0378 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0379 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0458 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
SECTION TOTALS | $ 9.00| $ 9.00| $ 9.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 16,843,574.39| $ 16,883,613.60| $ 17,046,424.82
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -28
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP OPTION
| | |
0001 105-06845 LUMP | 154460.14000 154460.14| |
CONSTRUCTION ENGINEERING | | |
0002 105-06899 5.000 EACH | 50.00000 250.00| |
RADIO | | |
0003 105-08520 5.000 EACH | 50.00000 250.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 150.000 MOS | 70.00000 10500.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 150.000 MOS | 50.00000 7500.00| |
RADIO ONLY SERVICE | | |
0006 110-01001 LUMP | 850000.00000 850000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 113-01614 LUMP | 15100.00000 15100.00| |
PARTNERING OVERHEAD | | |
0008 201-52370 LUMP | 485000.00000 485000.00| |
CLEARING RIGHT OF WAY | | |
0009 202-02240 9533.000 SYS | 5.00000 47665.00| |
PAVEMENT REMOVAL | | |
0010 203-02000 80498.000 CYS | 6.50000 523237.00| |
EXCAVATION, COMMON | | |
0011 203-02070 847477.000 CYS | 3.50000 2966169.50| |
BORROW | | |
0012 205-03371 3015.000 CYS | 5.00000 15075.00| |
SEDIMENT, REMOVE | | |
0013 205-06930 44.800 TON | 30.00000 1344.00| |
SPLASHPAD, RIPRAP | | |
0014 205-06931 567.500 TON | 40.00000 22700.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 25.000 EACH | 150.00000 3750.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06936 637.200 TON | 30.00000 19116.00| |
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 4660.000 LFT | 3.00000 13980.00| |
TEMPORARY SILT FENCE | | |
0018 205-06938 1692.000 LFT | 9.00000 15228.00| |
TEMPORARY SLOPE DRAIN | | |
0019 205-09543 100.000 TON | 32.00000 3200.00| |
NO 2 STONE | | |
0020 207-08262 12602.000 SYS | 3.60000 45367.20| |
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -29
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08263 129616.000 SYS | 3.60000 466617.60| |
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 6023.000 SYS | 9.00000 54207.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-02050 45033.000 CYS | 15.00000 675495.00| |
B BORROW | | |
0024 211-06467 77.000 CYS | 60.00000 4620.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09264 1517.000 CYS | 20.00000 30340.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0026 211-09265 4995.000 CYS | 23.00000 114885.00| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0027 211-09266 12585.000 CYS | 40.00000 503400.00| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0028 211-09268 169.000 CYS | 90.00000 15210.00| |
STRUCTURAL BACKFILL, TYPE 5 | | |
0029 301-07448 13991.400 TON | 12.50000 174892.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-06464 22492.000 CYS | 27.00000 607284.00| |
SUBBASE FOR PCCP | | |
0031 302-07455 298.000 CYS | 50.00000 14900.00| |
DENSE GRADED SUBBASE | | |
0032 303-01180 14309.000 TON | 14.00000 200326.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0033 401-07320 3194.000 TON | 46.20000 147562.80| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0035 401-07389 6502.000 TON | 37.35000 242849.70| |
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0037 401-07406 6711.000 TON | 38.00000 255018.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0038 402-07432 413.000 TON | 60.00000 24780.00| |
HMA SURFACE, TYPE A | | |
0039 402-07433 428.000 TON | 60.00000 25680.00| |
HMA SURFACE, TYPE B | | |
0040 402-07438 925.000 TON | 60.00000 55500.00| |
HMA INTERMEDIATE, TYPE B | | |
0041 402-07453 183.300 TON | 44.50000 8156.85| |
HMA FOR TEMPORARY PAVEMENT | | |
0042 406-05521 75619.000 SYS | 0.20000 15123.80| |
ASPHALT FOR TACK COAT | | |
0043 501-06266 LUMP | 6075.29000 6075.29| |
PROFILOGRAPH, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -30
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 501-08193 79893.000 SYS | 24.89000 1988536.77| |
QC/QA-PCCP, 10.5 IN | | |
0045 503-05240 40522.000 LFT | 8.61000 348894.42| |
D-1 CONTRACTION JOINT | | |
0046 503-05310 232.000 LFT | 160.00000 37120.00| |
TERMINAL JOINT | | |
0047 506-06333 300.000 SYS | 114.25000 34275.00| |
PCCP PATCHING, FULL DEPTH | | |
0048 601-01522 16.000 EACH | 2000.00000 32000.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0049 601-06238 2.000 EACH | 16500.00000 33000.00| |
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0050 601-94689 12.000 EACH | 2500.00000 30000.00| |
GUARDRAIL END TREATMENT, OS | | |
0051 601-94690 4.000 EACH | 3500.00000 14000.00| |
GUARDRAIL END TREATMENT, MS | | |
0052 601-99105 1031.250 LFT | 18.00000 18562.50| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0053 601-99108 1200.000 LFT | 24.00000 28800.00| |
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0054 602-06729 178.000 EACH | 9.00000 1602.00| |
BARRIER DELINEATOR | | |
0055 603-06040 26702.000 LFT | 4.90000 130839.80| |
FENCE, FARM FIELD, 47 IN | | |
0056 605-52807 387.500 LFT | 20.25000 7846.88| |
CURB AND GUTTER, COMBINED | | |
0057 606-07484 50847.700 LFT | 0.01000 508.48| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0058 609-06259 1736.000 SYS | 78.00000 135408.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0059 610-07486 578.000 TON | 48.30000 27917.40| |
HMA FOR APPROACHES, TYPE A | | |
0060 610-07487 2216.000 TON | 47.50000 105260.00| |
HMA FOR APPROACHES, TYPE B | | |
0061 615-06490 23.000 EACH | 130.00000 2990.00| |
RIGHT OF WAY MARKER | | |
0062 615-06505 24.000 EACH | 500.00000 12000.00| |
MONUMENT, B | | |
0063 615-06510 26.000 EACH | 350.00000 9100.00| |
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -31
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 615-06515 6.000 EACH | 150.00000 900.00| |
MONUMENT, D | | |
0065 616-02320 6808.000 SYS | 1.00000 6808.00| |
GEOTEXTILES | | |
0066 616-06405 2273.000 TON | 15.00000 34095.00| |
RIPRAP, REVETMENT | | |
0067 616-06451 25.400 TON | 70.00000 1778.00| |
RIPRAP, UNIFORM | | |
0068 621-01004 4.000 EACH | 550.00000 2200.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 23.900 TON | 660.00000 15774.00| |
FERTILIZER | | |
0070 621-06553 9025.000 LBS | 4.25000 38356.25| |
SEED MIXTURE, R | | |
0071 621-06557 2120.000 LBS | 1.97000 4176.40| |
SEED MIXTURE, T | | |
0072 621-06565 159.200 TON | 160.00000 25472.00| |
MULCHING MATERIAL | | |
0073 621-06567 78.000 kGAL | 1.00000 78.00| |
WATER | | |
0074 621-06574 19487.000 SYS | 2.72000 53004.64| |
SODDING | | |
0075 628-09403 30.000 MOS | 3000.00000 90000.00| |
FIELD OFFICE, C | | |
0076 628-09407 90.000 MOS | 200.00000 18000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0078 701-06011 4.000 EACH | 1000.00000 4000.00| |
DYNAMIC PILE LOAD TEST | | |
0079 701-09557 142.000 LFT | 45.00000 6390.00| |
TEST PILE, DYNAMIC, PRODUCTION | | |
0080 701-09559 4.000 EACH | 600.00000 2400.00| |
TEST PILE, DYNAMIC, RESTRIKE | | |
0081 701-09665 2380.000 LFT | 16.00000 38080.00| |
PILE, STEEL PIPE, 0.375 IN, 14 IN | | |
0082 703-06029 339219.000 LBS | 1.00000 339219.00| |
REINFORCING BARS, EPOXY COATED | | |
0083 704-51002 798.200 CYS | 535.00000 427037.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0084 706-05734 24.000 EACH | 1600.00000 38400.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -32
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 706-08496 1189.000 SYS | 85.00000 101065.00| |
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0086 706-09545 135.000 CYS | 45.00000 6075.00| |
COARSE AGGREGATE, NO 8 | | |
0087 706-51020 193.000 CYS | 385.00000 74305.00| |
CONCRETE, C, RAILING | | |
0088 707-05984 1361.000 LFT | 185.00000 251785.00| |
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0089 709-51821 LUMP | 6345.00000 6345.00| |
SURFACE SEAL | | |
0090 709-51821 LUMP | 6790.00000 6790.00| |
SURFACE SEAL , STR NO 24-02-8874 | | |
0091 709-51821 LUMP | 3570.00000 3570.00| |
SURFACE SEAL , STR NO 24-02-8875 | | |
0092 709-51821 LUMP | 4130.00000 4130.00| |
SURFACE SEAL , STR NO 24-02-9385 | | |
0093 714-01090 216.000 LFT | 650.00000 140400.00| |
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS 7FT X 6FT | | |
0094 714-08514 1990.300 SFT | 60.00000 119418.00| |
WINGWALL | | |
0095 714-09726 97.000 SFT | 70.00000 6790.00| |
HEADWALL | | |
0096 714-26703 76.000 LFT | 600.00000 45600.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0098 714-26722 261.000 LFT | 1200.00000 313200.00| |
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTION 10' X 8' | | |
0099 714-95914 198.000 LFT | 1250.00000 247500.00| |
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTIONS 10 FT X 9 FT | | |
0100 715-05048 49487.000 LFT | 2.50000 123717.50| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0101 715-05053 9120.000 LFT | 12.00000 109440.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0102 715-05118 263.000 LFT | 28.00000 7364.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0103 715-05119 149.000 LFT | 34.00000 5066.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0104 715-05121 85.000 LFT | 38.00000 3230.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -33
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0105 715-05122 14.000 LFT | 50.00000 700.00| |
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0106 715-05151 2319.000 LFT | 22.00000 51018.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0107 715-05152 88.000 LFT | 50.00000 4400.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0108 715-05153 96.000 LFT | 60.00000 5760.00| |
PIPE, TYPE 2, CIRCULAR, 21 IN | | |
0109 715-05154 811.000 LFT | 58.00000 47038.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0110 715-05169 107.000 LFT | 30.00000 3210.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0111 715-05407 360.000 LFT | 6.00000 2160.00| |
PIPE, END BENT DRAIN, 6 IN | | |
0112 715-05438 1361.000 LFT | 10.00000 13610.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0113 715-05443 5446.000 LFT | 12.00000 65352.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 12 I | | |
0114 715-05445 420.000 LFT | 16.00000 6720.00| |
PIPE, DRAIN TILE, TERMINAL SECTION 18 I | | |
0115 715-46000 6.000 EACH | 550.00000 3300.00| |
PIPE END SECTION, 12 IN | | |
0116 715-46005 30.000 EACH | 750.00000 22500.00| |
PIPE END SECTION, 15 IN | | |
0117 715-46010 9.000 EACH | 800.00000 7200.00| |
PIPE END SECTION, 18 IN | | |
0118 715-46015 3.000 EACH | 850.00000 2550.00| |
PIPE END SECTION, 21 IN | | |
0119 718-06528 2.000 EACH | 650.00000 1300.00| |
OUTLET PROTECTOR, 1 | | |
0120 718-06529 66.000 EACH | 600.00000 39600.00| |
OUTLET PROTECTOR, 2 | | |
0121 718-06531 19.000 EACH | 600.00000 11400.00| |
OUTLET PROTECTOR, 3 | | |
0122 718-06532 6500.000 LFT | 0.85000 5525.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0123 718-52610 5389.000 CYS | 25.00000 134725.00| |
AGGREGATE FOR UNDERDRAINS | | |
0124 718-99153 43054.000 SYS | 0.50000 21527.00| |
GEOTEXTILES FOR UNDERDRAIN | | |
0125 719-05439 4084.000 LFT | 11.00000 44924.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -34
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0126 719-05440 1361.000 LFT | 14.00000 19054.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
0127 719-09505 13614.000 LFT | 2.50000 34035.00| |
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0128 720-45066 6.000 EACH | 3000.00000 18000.00| |
INLET, N12, MODIFIED | | |
0129 720-45235 3.000 EACH | 1300.00000 3900.00| |
CATCH BASIN, E7 | | |
0130 720-94847 2.000 EACH | 1150.00000 2300.00| |
INLET, R13, MODIFIED | | |
0131 720-95310 13.000 EACH | 1190.00000 15470.00| |
INLET, P12A, MODIFIED | | |
0132 731-08252 732.000 LFT | 22.50000 16470.00| |
LEVELING PAD | | |
0133 731-93945 25312.000 SFT | 14.80000 374617.60| |
FACE PANELS, CONCRETE | | |
0134 731-93946 25777.000 SFT | 7.20000 185594.40| |
WALL ERECTION | | |
0135 731-93947 638.000 LFT | 24.00000 15312.00| |
LEVELING PAD, CONCRETE | | |
0136 801-03290 4.000 EACH | 254.00000 1016.00| |
CONSTRUCTION SIGN, C | | |
0137 801-04308 7.000 EACH | 615.00000 4305.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0138 801-06203 22237.000 LFT | 0.14000 3113.18| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0139 801-06586 2125.000 LFT | 0.28000 595.00| |
TEMPORARY PAVEMENT MARKING, 8 IN | | |
0140 801-06625 38.000 EACH | 55.00000 2090.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0141 801-06640 83.000 EACH | 202.00000 16766.00| |
CONSTRUCTION SIGN, A | | |
0142 801-06645 13.000 EACH | 113.00000 1469.00| |
CONSTRUCTION SIGN, B | | |
0143 801-06710 720.000 DAY | 1.00000 720.00| |
FLASHING ARROW SIGN | | |
0144 801-06775 LUMP | 100000.00000 100000.00| |
MAINTAINING TRAFFIC | | |
0145 801-07118 912.000 LFT | 19.90000 18148.80| |
BARRICADE, III-A | | |
0146 801-07119 156.000 LFT | 26.35000 4110.60| |
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -35
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 801-08400 6094.000 LFT | 20.25000 123403.50| |
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0148 801-52817 1.000 EACH | 20000.00000 20000.00| |
TEMPORARY CROSSOVER, B | | |
0149 801-52818 1.000 EACH | 20000.00000 20000.00| |
TEMPORARY CROSSOVER, A | | |
0150 802-04893 8.000 EACH | 75.00000 600.00| |
REFERENCE POST | | |
0151 802-05704 369.850 LFT | 8.80000 3254.68| |
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0152 802-05705 130.000 LFT | 7.00000 910.00| |
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0153 802-07057 1447.000 SFT | 17.50000 25322.50| |
SIGN, PANEL, WITH LEGEND | | |
0154 802-07059 24.000 EACH | 25.00000 600.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0155 802-07151 20.000 EACH | 320.00000 6400.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0156 802-07152 2.000 EACH | 390.00000 780.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0157 802-09221 2.000 EACH | 14000.00000 28000.00| |
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE A | | |
0158 802-09712 1.000 EACH | 92000.00000 92000.00| |
OVERHEAD SIGN STRUCTURE, A | | |
0159 802-09838 156.630 SFT | 12.50000 1957.88| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0160 802-09840 261.000 SFT | 12.80000 3340.80| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0161 802-76095 3869.000 LBS | 3.50000 13541.50| |
STRUCTURAL STEEL, BREAKAWAY | | |
0162 805-01300 2.000 EACH | 500.00000 1000.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0163 805-78190 4.000 EACH | 320.00000 1280.00| |
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
0164 805-78195 4.000 EACH | 320.00000 1280.00| |
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -36
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0165 805-78470 170.000 LFT | 0.20000 34.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0166 805-78510 12.000 LFT | 1.70000 20.40| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0167 805-78785 1.000 EACH | 650.00000 650.00| |
SIGNAL DETECTOR HOUSING | | |
0168 805-78795 57.000 LFT | 7.50000 427.50| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0169 808-03631 107772.000 LFT | 0.26000 28020.72| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0170 808-03632 107361.000 LFT | 0.26000 27913.86| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0171 808-05534 6690.000 LFT | 0.48000 3211.20| |
LINE, EPOXY, SOLID, WHITE, 8 IN | | |
0172 808-05535 271.000 LFT | 12.75000 3455.25| |
TRANSVERSE MARKINGS EPOXY SOLID WHITE, | | |
CROSSHATCH LINE 24" | | |
0173 808-06706 390.000 LFT | 4.00000 1560.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0174 808-06713 4538.000 LFT | 0.22000 998.36| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0175 808-06714 3699.000 LFT | 0.22000 813.78| |
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0176 808-06716 3816.000 LFT | 0.75000 2862.00| |
LINE, REMOVE | | |
0177 808-06726 34.000 LFT | 7.70000 261.80| |
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0178 808-74807 2.000 EACH | 205.00000 410.00| |
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0179 808-75053 200.000 LFT | 2.35000 470.00| |
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
8 IN | | |
0181 808-75061 35500.000 LFT | 0.10000 3550.00| |
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
5 IN | | |
0182 808-75067 249.000 LFT | 14.50000 3610.50| |
TRANSVERSE MARKING, PREFORMED PLASTIC, | | |
STOP LINE , WHITE 24 IN | | |
0183 808-75327 259.000 LFT | 5.00000 1295.00| |
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -37
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 808-75996 28.000 EACH | 10.00000 280.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0185 808-75998 1946.000 EACH | 15.75000 30649.50| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0186 808-97027 312.000 LFT | 2.35000 733.20| |
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
8 IN | | |
0380 202-03000 LUMP | 12000.00000 12000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 01 | | |
0381 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 05 | | |
0382 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 06 | | |
0383 202-03000 LUMP | 18000.00000 18000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 12 | | |
0384 202-03000 LUMP | 8000.00000 8000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 13 | | |
0385 202-03000 LUMP | 8000.00000 8000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 14 | | |
0386 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 15 | | |
0387 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 16 | | |
0388 202-03000 LUMP | 12000.00000 12000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 17 | | |
0389 202-03000 LUMP | 8500.00000 8500.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 18 | | |
0390 202-03000 LUMP | 8500.00000 8500.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 19 | | |
0391 202-03000 LUMP | 8500.00000 8500.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 20 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -38
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0392 202-03000 LUMP | 12000.00000 12000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 21 | | |
0393 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 23 | | |
0394 202-03000 LUMP | 18000.00000 18000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 30 | | |
0395 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 32 | | |
0396 202-03000 LUMP | 8000.00000 8000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
0397 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 35 | | |
0398 202-03000 LUMP | 10000.00000 10000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 37 | | |
0399 202-03000 LUMP | 15000.00000 15000.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 38 | | |
0400 202-03135 1908.000 SFT | 6.00000 11448.00| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0401 211-09264 660.000 CYS | 20.00000 13200.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0402 714-09967 183.000 LFT | 1100.00000 201300.00| |
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS, 8 FT. X 9 FT. | | |
0403 715-05019 205.000 LFT | 85.00000 17425.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0404 715-05239 95.000 LFT | 150.00000 14250.00| |
PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SF | | |
0405 715-08305 77.400 TON | 67.90000 5255.46| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0406 715-46040 6.000 EACH | 1800.00000 10800.00| |
PIPE END SECTION, 36 IN | | |
0407 715-97804 2.000 EACH | 2000.00000 4000.00| |
PIPE END SECTION, MIN AREA 7.4 SF | | |
0408 716-04832 430.000 LFT | 135.00000 58050.00| |
PIPE CASING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -39
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0438 701-08122 1300.000 LFT | 18.00000 23400.00| |
PILE, CONCRETE, STEEL SHELL, ENCASED, | | |
0375 IN, 14 IN 0.375 IN., 14 IN. | | |
0440 215-07706 1500.000 TON | 105.00000 157500.00| |
CHEMICAL MODIFICATION, SOILS , DRYING | | |
SOILS FOR WORKING PLATFORM | | |
0441 402-07784 93.000 TON | 78.00000 7254.00| |
HMA SURFACE, TYPE D | | |
0442 402-07785 52.000 TON | 65.00000 3380.00| |
HMA INTERMEDIATE, TYPE D | | |
0443 720-45035 1.000 EACH | 1000.00000 1000.00| |
INLET, F7 | | |
0444 720-45400 6.000 EACH | 1600.00000 9600.00| |
MANHOLE, A4 | | |
0445 721-09985 1.000 EACH | 800.00000 800.00| |
AUTOMATIC DRAINAGE GATE, 15 IN. X 15 IN | | |
0446 804-06771 650.000 EACH | 25.00000 16250.00| |
DELINEATOR POST, FLEXIBLE | | |
0452 202-74040 1.000 EACH | 750.00000 750.00| |
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0454 720-95409 1.000 EACH | 2200.00000 2200.00| |
MANHOLE, J4, MODIFIED | | |
0456 808-09381 LUMP | 1150.00000 1150.00| |
RETRO-REFLECTIVITY TESTING | | |
0459 202-01261 1.000 EACH | 750.00000 750.00| |
TESTING FOR ASBESTOS, TYPE , I | | |
0461 202-01261 1.000 EACH | 750.00000 750.00| |
TESTING FOR ASBESTOS, TYPE , II | | |
SECTION TOTALS | $ 17,126,951.39| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ADMINISTRATIVE ITEMS
| | |
0372 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0373 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0374 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0375 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0376 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 131 -40
TABULATION OF BIDS
CALL ORDER : 131 CONTRACT ID : IR-30162-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 34-4456871 |( ) |( )
|MILLER BROS CONSTRUCTION IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0377 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0378 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0379 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0458 109-09377 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
SECTION TOTALS | $ 9.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 17,126,960.39| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -1
VENDOR RANKING
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT WITH ADDED TRAVEL LANES COMPLETION DATE : 10/15/11
LOCATION : ON SR 53 FROM US 231 TO 93RD AVENUE PROJECT(S) : 0014500
0810338
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 6,074,495.56 100.0000%
2 35-1120685 WALSH & KELLY INC $ 6,676,714.03 109.9139%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -2
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 90000.00000 90000.00| 95000.00000 95000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 94.17000 282.51| 125.00000 375.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 54.000 MOS | 62.78000 3390.12| 100.00000 5400.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 303724.37000 303724.37| 375000.00000 375000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 30372.43000 30372.43| 190000.00000 190000.00|
CLEARING RIGHT OF WAY | | |
0014 202-02240 468.000 SYS | 15.76000 7375.68| 20.00000 9360.00|
PAVEMENT REMOVAL | | |
0015 202-02271 6.000 EACH | 319.05000 1914.30| 500.00000 3000.00|
HEADWALL, REMOVE | | |
0016 202-02273 13.000 SYS | 44.69000 580.97| 50.00000 650.00|
CENTER CURB, CONCRETE, REMOVE | | |
0017 202-02278 830.000 LFT | 6.90000 5727.00| 6.00000 4980.00|
CURB, CONCRETE, REMOVE | | |
0018 202-02279 4280.000 LFT | 5.00000 21400.00| 3.50000 14980.00|
CURB AND GUTTER, REMOVE | | |
0019 202-52710 392.000 SYS | 9.75000 3822.00| 12.14000 4758.88|
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -3
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-91385 13.000 EACH | 350.00000 4550.00| 350.00000 4550.00|
INLET, REMOVE | | |
0021 202-93047 1.000 EACH | 350.00000 350.00| 350.00000 350.00|
MANHOLE, REMOVE | | |
0022 202-96133 2892.000 LFT | 1.00000 2892.00| 1.00000 2892.00|
PIPE, REMOVE | | |
0023 203-02000 13705.000 CYS | 19.72000 270262.60| 18.00000 246690.00|
EXCAVATION, COMMON | | |
0024 203-02070 5100.000 CYS | 1.00000 5100.00| 14.00000 71400.00|
BORROW | | |
0025 205-06932 336.000 LFT | 3.00000 1008.00| 10.74000 3608.64|
TEMPORARY CHECK DAM, STRAW BALES | | |
0026 205-06933 61.000 EACH | 73.00000 4453.00| 100.00000 6100.00|
TEMPORARY DITCH INLET PROTECTION | | |
0027 205-06936 67.000 TON | 43.00000 2881.00| 55.00000 3685.00|
TEMPORARY SEDIMENT TRAP | | |
0028 205-06937 8990.000 LFT | 1.57000 14114.30| 1.89000 16991.10|
TEMPORARY SILT FENCE | | |
0029 207-08263 32823.000 SYS | 13.08000 429324.84| 18.00000 590814.00|
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08267 2441.000 SYS | 14.43000 35223.63| 18.00000 43938.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0031 210-07558 1.000 EACH | 32000.00000 32000.00| 32000.00000 32000.00|
SEPARATOR , HYDRODYNAMIC, TYPE A | | |
0032 210-07558 1.000 EACH | 40000.00000 40000.00| 40000.00000 40000.00|
SEPARATOR , HYDRODYNAMIC, TYPE B | | |
0033 211-09264 1850.000 CYS | 0.10000 185.00| 0.10000 185.00|
STRUCTURAL BACKFILL, TYPE 1 | | |
0034 211-09265 260.000 CYS | 0.10000 26.00| 0.10000 26.00|
STRUCTURAL BACKFILL, TYPE 2 | | |
0035 211-09268 15.000 CYS | 500.00000 7500.00| 500.00000 7500.00|
STRUCTURAL BACKFILL, TYPE 5 | | |
0036 215-07043 16412.000 SYS | 0.50000 8206.00| 0.50000 8206.00|
CHEMICAL MODIFICATION, SOILS | | |
0037 301-07448 5530.000 TON | 19.18000 106065.40| 18.00000 99540.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0038 303-07449 103.000 TON | 50.00000 5150.00| 40.00000 4120.00|
COMPACTED AGGREGATE, NO. 73 | | |
0039 303-08210 600.000 TON | 7.00000 4200.00| 12.00000 7200.00|
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS (UNDISTRIBUTED) | | |
0040 304-07494 125.000 TON | 55.47000 6933.75| 85.00000 10625.00|
WIDENING WITH HMA, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -4
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 305-07465 12.000 SYS | 250.58000 3006.96| 155.00000 1860.00|
PCC BASE PATCHING, 10 IN | | |
0042 306-08033 10265.000 SYS | 2.90000 29768.50| 1.90000 19503.50|
MILLING, ASPHALT, 1 IN | | |
0043 306-08034 102260.000 SYS | 0.20000 20452.00| 1.00000 102260.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0044 401-06264 LUMP | 55000.00000 55000.00| 3500.00000 3500.00|
PROFILOGRAPH, HMA | | |
0045 401-07328 9645.000 TON | 70.00000 675150.00| 68.00000 655860.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0046 401-07398 26785.000 TON | 56.00000 1499960.00| 53.00000 1419605.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0047 401-07408 8965.000 TON | 53.00000 475145.00| 54.00000 484110.00|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0048 401-07430 265.000 TON | 60.00000 15900.00| 75.00000 19875.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 25. | | |
0 mm | | |
0049 406-05520 63.000 TON | 390.93000 24628.59| 1000.00000 63000.00|
ASPHALT FOR TACK COAT | | |
0050 601-01740 1.000 EACH | 2000.00000 2000.00| 2300.00000 2300.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0051 601-06854 2.000 EACH | 2600.00000 5200.00| 3200.00000 6400.00|
GUARDRAIL, W-BEAM, NESTED | | |
0052 601-08433 1.000 EACH | 1100.00000 1100.00| 780.00000 780.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0053 601-08434 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0054 601-94689 3.000 EACH | 2800.00000 8400.00| 2700.00000 8100.00|
GUARDRAIL END TREATMENT, OS | | |
0055 601-99105 125.000 LFT | 30.00000 3750.00| 19.00000 2375.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0056 604-07902 24.000 SYS | 124.92000 2998.08| 200.00000 4800.00|
CURB RAMP, CONCRETE, H | | |
0057 604-91531 460.000 SYS | 44.78000 20598.80| 44.00000 20240.00|
SIDEWALK, CONCRETE, 4 IN | | |
0058 605-06120 389.000 LFT | 22.75000 8849.75| 35.00000 13615.00|
CURB, CONCRETE | | |
0059 605-06140 3541.000 LFT | 16.62000 58851.42| 20.00000 70820.00|
CURB AND GUTTER, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -5
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 605-06255 3.000 SYS | 178.08000 534.24| 350.00000 1050.00|
CENTER CURB, D, CONCRETE | | |
0061 605-97937 102.000 LFT | 23.34000 2380.68| 35.00000 3570.00|
CURB AND GUTTER, CONCRETE, ROLL | | |
0062 610-07487 1636.000 TON | 78.51000 128442.36| 90.00000 147240.00|
HMA FOR APPROACHES, TYPE B | | |
0063 610-09108 307.000 SYS | 58.33000 17907.31| 65.00000 19955.00|
PCCP FOR APPROACHES, 9 IN | | |
0064 611-06497 9.000 EACH | 150.00000 1350.00| 175.00000 1575.00|
MAILBOX ASSEMBLY, SINGLE | | |
0065 615-06490 97.000 EACH | 165.00000 16005.00| 150.00000 14550.00|
RIGHT OF WAY MARKER | | |
0066 615-06505 13.000 EACH | 700.00000 9100.00| 850.00000 11050.00|
MONUMENT, B | | |
0067 615-06527 4.000 EACH | 500.00000 2000.00| 850.00000 3400.00|
MONUMENT, SECTION CORNER | | |
0068 616-02320 403.000 SYS | 2.61000 1051.83| 1.50000 604.50|
GEOTEXTILES | | |
0069 616-06405 108.000 TON | 100.00000 10800.00| 50.00000 5400.00|
RIPRAP, REVETMENT | | |
0070 616-06451 153.000 TON | 125.00000 19125.00| 50.00000 7650.00|
RIPRAP, UNIFORM | | |
0071 621-02770 16400.000 SYS | 1.14000 18696.00| 1.25000 20500.00|
EROSION CONTROL BLANKET | | |
0072 621-06545 4.000 TON | 630.00000 2520.00| 980.00000 3920.00|
FERTILIZER | | |
0073 621-06554 1393.000 LBS | 3.14000 4374.02| 4.05000 5641.65|
SEED MIXTURE, U | | |
0074 621-06557 517.000 LBS | 1.89000 977.13| 3.56000 1840.52|
SEED MIXTURE, T | | |
0075 621-06565 19.000 TON | 408.00000 7752.00| 420.00000 7980.00|
MULCHING MATERIAL | | |
0076 621-06567 10.000 kGAL | 100.00000 1000.00| 1.00000 10.00|
WATER | | |
0077 621-06574 2740.000 SYS | 2.88000 7891.20| 3.80000 10412.00|
SODDING | | |
0078 628-09402 18.000 MOS | 2713.02000 48834.36| 2900.00000 52200.00|
FIELD OFFICE, B | | |
0079 715-02628 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00|
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0080 715-02629 2.000 EACH | 1400.00000 2800.00| 1400.00000 2800.00|
SAFETY METAL END SECTION, 6:1, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -6
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 715-03321 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00|
SAFETY METAL END SECTION, 6:1, 12 IN | | |
0082 715-03475 10.000 EACH | 1250.00000 12500.00| 1250.00000 12500.00|
SAFETY METAL END SECTION, 4:1, 15 IN | | |
0083 715-03476 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00|
SAFETY METAL END SECTION, 4:1, 24 IN | | |
0084 715-03584 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00|
SAFETY METAL END SECTION, 4:1, 18 IN | | |
0085 715-04611 3.000 EACH | 1100.00000 3300.00| 1100.00000 3300.00|
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0086 715-05048 1424.000 LFT | 5.00000 7120.00| 5.00000 7120.00|
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0087 715-05119 120.000 LFT | 47.50000 5700.00| 47.50000 5700.00|
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0088 715-05121 32.000 LFT | 58.00000 1856.00| 58.00000 1856.00|
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0089 715-05123 67.000 LFT | 70.00000 4690.00| 70.00000 4690.00|
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0090 715-05149 1701.000 LFT | 48.00000 81648.00| 48.00000 81648.00|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0091 715-05151 1127.000 LFT | 60.00000 67620.00| 60.00000 67620.00|
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0092 715-05152 1160.000 LFT | 65.00000 75400.00| 65.00000 75400.00|
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0093 715-05154 136.000 LFT | 95.00000 12920.00| 95.00000 12920.00|
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0094 715-05156 58.000 LFT | 125.00000 7250.00| 125.00000 7250.00|
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0095 715-05168 147.000 LFT | 40.00000 5880.00| 40.00000 5880.00|
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0096 715-05169 210.000 LFT | 40.00000 8400.00| 40.00000 8400.00|
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0097 715-05171 38.000 LFT | 45.00000 1710.00| 45.00000 1710.00|
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0098 715-05173 23.000 LFT | 57.00000 1311.00| 57.00000 1311.00|
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0099 715-05428 305.000 LFT | 105.00000 32025.00| 125.00000 38125.00|
PIPE, SLOTTED VANE DRAIN, 12 IN | | |
0100 715-08282 273.000 TON | 79.03000 21575.19| 140.00000 38220.00|
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0101 715-46000 1.000 EACH | 500.00000 500.00| 500.00000 500.00|
PIPE END SECTION, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -7
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-46005 15.000 EACH | 550.00000 8250.00| 550.00000 8250.00|
PIPE END SECTION, 15 IN | | |
0103 715-46010 6.000 EACH | 600.00000 3600.00| 600.00000 3600.00|
PIPE END SECTION, 18 IN | | |
0104 715-46020 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00|
PIPE END SECTION, 24 IN | | |
0105 715-46030 1.000 EACH | 1350.00000 1350.00| 1350.00000 1350.00|
PIPE END SECTION, 30 IN | | |
0106 715-97686 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00|
GRATED BOX END SECTION, II, 10:1, 15 IN | | |
0107 718-52610 130.000 CYS | 55.00000 7150.00| 55.00000 7150.00|
AGGREGATE FOR UNDERDRAINS | | |
0108 718-99153 1605.000 SYS | 1.20000 1926.00| 1.20000 1926.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0109 720-02367 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00|
MANHOLE, J10 | | |
0110 720-04721 1.000 EACH | 4250.00000 4250.00| 4250.00000 4250.00|
MANHOLE, K , 10 | | |
0111 720-44000 28.000 EACH | 400.00000 11200.00| 450.00000 12600.00|
CASTING, ADJUST TO GRADE | | |
0112 720-44000 20.000 EACH | 250.00000 5000.00| 300.00000 6000.00|
CASTING, ADJUST TO GRADE , GAS VALVE | | |
0113 720-44000 25.000 EACH | 250.00000 6250.00| 300.00000 7500.00|
CASTING, ADJUST TO GRADE , WATER VALVE | | |
0114 720-45030 9.000 EACH | 1500.00000 13500.00| 1500.00000 13500.00|
INLET, E7 | | |
0115 720-45035 7.000 EACH | 1500.00000 10500.00| 1500.00000 10500.00|
INLET, F7 | | |
0116 720-45045 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00|
INLET, J10 | | |
0117 720-45055 3.000 EACH | 1850.00000 5550.00| 1850.00000 5550.00|
INLET, M10 | | |
0118 720-45135 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
INLET, F7, MODIFIED | | |
0119 720-45410 5.000 EACH | 2300.00000 11500.00| 2300.00000 11500.00|
MANHOLE, C4 | | |
0120 720-91352 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00|
CATCH BASIN, F7 | | |
0121 720-95422 4.000 EACH | 2750.00000 11000.00| 2750.00000 11000.00|
MANHOLE, J4 | | |
0122 720-98174 4.000 EACH | 2500.00000 10000.00| 2500.00000 10000.00|
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -8
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 720-98555 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00|
INLET, C15 | | |
0124 720-99416 4.000 EACH | 2800.00000 11200.00| 2800.00000 11200.00|
CATCH BASIN, B15 | | |
0125 720-99417 4.000 EACH | 2800.00000 11200.00| 2800.00000 11200.00|
CATCH BASIN, C15 | | |
0126 801-02595 10.000 EACH | 125.00000 1250.00| 125.00000 1250.00|
CONTROLLER, RESET TIMING | | |
0127 801-03290 4.000 EACH | 135.00000 540.00| 135.00000 540.00|
CONSTRUCTION SIGN, C | | |
0128 801-04308 3.000 EACH | 300.00000 900.00| 300.00000 900.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0129 801-06203 7400.000 LFT | 0.13000 962.00| 0.70000 5180.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0130 801-06207 84655.000 LFT | 0.86000 72803.30| 0.86000 72803.30|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0131 801-06211 17.000 EACH | 109.00000 1853.00| 109.00000 1853.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0132 801-06218 285.000 LFT | 4.90000 1396.50| 4.90000 1396.50|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0133 801-06625 16.000 EACH | 80.00000 1280.00| 80.00000 1280.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0134 801-06640 37.000 EACH | 119.00000 4403.00| 119.00000 4403.00|
CONSTRUCTION SIGN, A | | |
0135 801-06710 360.000 DAY | 5.50000 1980.00| 5.50000 1980.00|
FLASHING ARROW SIGN | | |
0136 801-06775 LUMP | 98000.00000 98000.00| 170000.00000 170000.00|
MAINTAINING TRAFFIC | | |
0137 801-07118 144.000 LFT | 8.75000 1260.00| 8.75000 1260.00|
BARRICADE, III-A | | |
0138 801-07119 48.000 LFT | 9.75000 468.00| 9.75000 468.00|
BARRICADE, III-B | | |
0139 801-09133 2.000 EACH | 6013.00000 12026.00| 6013.00000 12026.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0140 801-94295 64.000 EACH | 100.00000 6400.00| 100.00000 6400.00|
SIGNAL HEAD, RELOCATE | | |
0142 802-09838 708.000 SFT | 11.40000 8071.20| 11.40000 8071.20|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -9
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0143 802-09842 201.000 SFT | 14.00000 2814.00| 14.00000 2814.00|
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0144 805-01300 5.000 EACH | 1200.00000 6000.00| 1200.00000 6000.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0145 805-01815 18.000 EACH | 1960.00000 35280.00| 1960.00000 35280.00|
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0146 805-01842 29.000 EACH | 670.00000 19430.00| 670.00000 19430.00|
HANDHOLE, SIGNAL | | |
0147 805-01879 4.000 EACH | 440.00000 1760.00| 440.00000 1760.00|
SIGNAL SERVICE | | |
0148 805-02087 LUMP | 2100.00000 2100.00| 2100.00000 2100.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0149 805-02152 2.000 EACH | 725.00000 1450.00| 725.00000 1450.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0150 805-08493 LUMP | 1000.00000 1000.00| 1000.00000 1000.00|
RADIO SYSTEM TESTING INTERCONNECT | | |
0151 805-08494 5.000 EACH | 2530.00000 12650.00| 2530.00000 12650.00|
RADIO SPREAD SPECTRUM | | |
0152 805-08495 2.000 EACH | 350.00000 700.00| 350.00000 700.00|
RADIO ANTENNA EXTENSION | | |
0153 805-09089 3.000 EACH | 450.00000 1350.00| 450.00000 1350.00|
RADIO, YAGI ANTENNA | | |
0154 805-09091 2.000 EACH | 1250.00000 2500.00| 1250.00000 2500.00|
RADIO, DUAL YAGI ANTENNA | | |
0155 805-09539 55.000 EACH | 400.00000 22000.00| 400.00000 22000.00|
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0156 805-09540 9.000 EACH | 1300.00000 11700.00| 1300.00000 11700.00|
LOOP DETECTOR RACK | | |
0157 805-78100 3.000 EACH | 13300.00000 39900.00| 13300.00000 39900.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0158 805-78106 1.000 EACH | 19400.00000 19400.00| 19400.00000 19400.00|
CONTROLLER AND CABINET, MASTER, MENU | | |
DRIVEN, 8 PHASE | | |
0159 805-78205 31.000 EACH | 875.00000 27125.00| 875.00000 27125.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -10
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0160 805-78215 11.000 EACH | 900.00000 9900.00| 900.00000 9900.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0161 805-78230 7.000 EACH | 1200.00000 8400.00| 1200.00000 8400.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0162 805-78370 2.000 EACH | 145.00000 290.00| 145.00000 290.00|
PEDESTRIAN PUSH BUTTON | | |
0163 805-78412 2.000 EACH | 680.00000 1360.00| 680.00000 1360.00|
SIGNAL PEDESTAL, 9FT | | |
0164 805-78415 19.000 EACH | 1540.00000 29260.00| 1540.00000 29260.00|
SPAN, CATENARY, AND TETHER | | |
0165 805-78420 18.000 EACH | 340.00000 6120.00| 340.00000 6120.00|
DISCONNECT HANGER | | |
0166 805-78467 125.000 LFT | 2.00000 250.00| 2.00000 250.00|
SIGNAL CABLE, 3C 8GA | | |
0167 805-78470 22594.000 LFT | 0.32000 7230.08| 0.32000 7230.08|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0168 805-78480 775.000 LFT | 1.00000 775.00| 1.00000 775.00|
SIGNAL CABLE, 3C 14GA | | |
0169 805-78485 2465.000 LFT | 1.20000 2958.00| 1.20000 2958.00|
SIGNAL CABLE, 5C 14GA | | |
0170 805-78490 4230.000 LFT | 1.45000 6133.50| 1.45000 6133.50|
SIGNAL CABLE, 7C 14GA | | |
0171 805-78510 20590.000 LFT | 1.00000 20590.00| 1.00000 20590.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0172 805-78785 52.000 EACH | 480.00000 24960.00| 480.00000 24960.00|
SIGNAL DETECTOR HOUSING | | |
0173 805-78795 7293.000 LFT | 8.52000 62136.36| 8.52000 62136.36|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0174 805-78900 2.000 EACH | 410.00000 820.00| 410.00000 820.00|
PEDESTAL FOUNDATION, A | | |
0175 805-78925 4.000 EACH | 735.00000 2940.00| 735.00000 2940.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0176 805-81032 18.000 EACH | 3820.00000 68760.00| 3820.00000 68760.00|
SIGNAL STRAIN POLE, STEEL, 30 FT | | |
0177 805-92504 13.000 EACH | 275.00000 3575.00| 275.00000 3575.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0178 807-02370 1.000 EACH | 1520.00000 1520.00| 1520.00000 1520.00|
LIGHT STRUCTURE, REMOVE AND RESET | | |
0179 807-06592 8155.000 LFT | 10.00000 81550.00| 10.00000 81550.00|
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -11
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 807-08469 1.000 EACH | 755.00000 755.00| 755.00000 755.00|
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 24" X 24" X 96" | | |
0181 808-02157 46.000 EACH | 27.55000 1267.30| 27.55000 1267.30|
PAVEMENT MESSAGE MARKING, REMOVE | | |
0182 808-06701 957.000 LFT | 0.31000 296.67| 0.31000 296.67|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0183 808-06703 51536.000 LFT | 0.31000 15976.16| 0.31000 15976.16|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0184 808-06705 480.000 LFT | 0.62000 297.60| 0.62000 297.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0185 808-06713 36488.000 LFT | 0.11000 4013.68| 0.11000 4013.68|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0186 808-06714 33258.000 LFT | 0.11000 3658.38| 0.11000 3658.38|
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0187 808-06716 72453.000 LFT | 0.27000 19562.31| 0.30000 21735.90|
LINE, REMOVE | | |
0188 808-06723 16.000 EACH | 49.00000 784.00| 49.00000 784.00|
PAVEMENT MESSAGE MARKING, PAINT, LANE | | |
INDICATION ARROW | | |
0189 808-06726 212.000 LFT | 3.50000 742.00| 3.55000 752.60|
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0194 808-75245 30843.000 LFT | 0.31000 9561.33| 0.31000 9561.33|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0195 808-75260 100.000 LFT | 1.70000 170.00| 1.70000 170.00|
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0196 808-75278 834.000 LFT | 1.70000 1417.80| 1.70000 1417.80|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0197 808-75300 324.000 LFT | 0.86000 278.64| 0.86000 278.64|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0198 808-75320 100.000 EACH | 48.00000 4800.00| 48.00000 4800.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0199 808-75325 70.000 EACH | 68.00000 4760.00| 68.00000 4760.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0200 808-75996 791.000 EACH | 3.66000 2895.06| 0.05000 39.55|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 132 -12
TABULATION OF BIDS
CALL ORDER : 132 CONTRACT ID : IR-30608-A COUNTIES : LAKE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0201 808-75998 791.000 EACH | 16.75000 13249.25| 13.35000 10559.85|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0202 808-92027 5443.000 LFT | 0.62000 3374.66| 0.62000 3374.66|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0204 802-05701 754.000 LFT | 11.00000 8294.00| 11.00000 8294.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0205 808-07310 79.000 LFT | 4.50000 355.50| 4.50000 355.50|
TRANSVERSE MARKING EPOXY SOLID YELLOW | | |
CROSSHATCH LINE, 12" | | |
0206 808-03631 286.000 LFT | 1.50000 429.00| 1.50000 429.00|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0207 808-03002 286.000 LFT | 1.50000 429.00| 1.50000 429.00|
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0208 808-75297 786.000 LFT | 3.48000 2735.28| 3.48000 2735.28|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0209 808-98000 286.000 LFT | 3.50000 1001.00| 3.50000 1001.00|
LINE, EPOXY, SOLID, YELLOW, 8 IN | | |
0210 628-09407 36.000 MOS | 276.23000 9944.28| 300.00000 10800.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0211 205-09543 660.000 TON | 7.85000 5181.00| 50.00000 33000.00|
NO 2 STONE | | |
0212 205-06934 15.000 TON | 408.00000 6120.00| 474.00000 7110.00|
TEMPORARY MULCHING | | |
0213 621-01004 4.000 EACH | 315.00000 1260.00| 525.00000 2100.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0214 802-05702 40.800 LFT | 12.00000 489.60| 12.00000 489.60|
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0215 802-05703 40.800 LFT | 16.00000 652.80| 16.00000 652.80|
SIGN POST, SQUARE, TYPE 3, REINFORCED | | |
ANCHOR BASE | | |
0216 802-07059 80.000 EACH | 32.00000 2560.00| 32.00000 2560.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0217 802-07060 10.000 EACH | 125.00000 1250.00| 125.00000 1250.00|
SIGN, SHEET, RELOCATE | | |
0218 107-09367 10.000 EACH | 150.00000 1500.00| 325.00000 3250.00|
INSPECTION HOLE, 3 FT DEPTH OR LESS | | |
0219 107-09358 30.000 EACH | 200.00000 6000.00| 525.00000 15750.00|
INSPECTION HOLE, GREATER THAN 3' | | |
SECTION TOTALS | $ 6,074,495.56| $ 6,676,714.03| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,074,495.56| $ 6,676,714.03| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 140 -1
VENDOR RANKING
CALL ORDER : 140 CONTRACT ID : IR-33038-A COUNTIES : GIBSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : DESIGN BUILD, NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13
LOCATION : ON PR 69, 0.5 MILE NORTH OF SR 64 TO PATOKA RIVER PROJECT(S) : 0500440
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 34,100,000.00 100.0000%
2 36-4518443 F H PASCHEN S N NIELSEN & ASSOCIATES LLC $ 35,589,605.00 104.3683%
3 36-2231526 WALSH CONSTRUCTION COMPANY $ 40,330,340.41 118.2708%
4 34-0907180 E S WAGNER COMPANY $ 49,769,981.45 145.9530%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 140 -2
TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : IR-33038-A COUNTIES : GIBSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 36-4518443 |( 3 ) 36-2231526
|GOHMANN ASPHALT & CONSTRUCTI |F H PASCHEN S N NIELSEN & AS |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD NEW ROAD CONSTRUCTION
| | |
0001 104-05404 LUMP |33991475.00000 33991475.00|35465000.00000 35465000.00|40232155.41000 40232155.41
DESIGN/BUILD | | |
0002 105-08520 4.000 EACH | 100.00000 400.00| 125.00000 500.00| 150.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 136.000 MOS | 80.00000 10880.00| 100.00000 13600.00| 100.00000 13600.00
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 628-09403 34.000 MOS | 2500.00000 85000.00| 2500.00000 85000.00| 2200.00000 74800.00
FIELD OFFICE, C | | |
0009 628-09407 102.000 MOS | 120.00000 12240.00| 250.00000 25500.00| 90.00000 9180.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
SECTION TOTALS | $ 34,100,000.00| $ 35,589,605.00| $ 40,330,340.41
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 34,100,000.00| $ 35,589,605.00| $ 40,330,340.41
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 140 -3
TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : IR-33038-A COUNTIES : GIBSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( ) |( )
|E S WAGNER COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD NEW ROAD CONSTRUCTION
| | |
0001 104-05404 LUMP |49444216.45000 49444216.45| |
DESIGN/BUILD | | |
0002 105-08520 4.000 EACH | 180.00000 720.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 136.000 MOS | 75.00000 10200.00| |
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 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 628-09403 34.000 MOS | 8900.00000 302600.00| |
FIELD OFFICE, C | | |
0009 628-09407 102.000 MOS | 120.00000 12240.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
SECTION TOTALS | $ 49,769,981.45| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 49,769,981.45| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/28/11
LOCATION : ON SR 39 AT VARIOUS LOCATIONS WITHIN HENDRICKS COUNTY PROJECT(S) : 0300387
0400593
0401327
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 1,790,817.22 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,833,000.00 102.3555%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,842,500.00 102.8860%
4 38-3806996 HIS CONSTRUCTORS INC $ 1,912,912.00 106.8178%
5 35-1128289 BEATY CONSTRUCTION INC $ 1,917,948.58 107.0991%
6 35-1381845 GEORGE R HARVEY & SON INC $ 1,933,008.90 107.9400%
7 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,983,536.21 110.7615%
8 35-1801998 CLR INC $ 2,029,819.59 113.3460%
9 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,080,300.00 116.1648%
10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,089,102.43 116.6564%
11 35-0999231 HUNT PAVING COMPANY INC $ 2,358,230.05 131.6846%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -2
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |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 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 5820.00000 5820.00| 5000.00000 5000.00| 3900.00000 3900.00
CONSTRUCTION ENGINEERING , STRUCTURE #1 | | |
0002 105-06845 LUMP | 5820.00000 5820.00| 5000.00000 5000.00| 3000.00000 3000.00
CONSTRUCTION ENGINEERING , STRUCTURE #2 | | |
0003 105-06845 LUMP | 7130.00000 7130.00| 5000.00000 5000.00| 3000.00000 3000.00
CONSTRUCTION ENGINEERING , STRUCTURE #3 | | |
0004 105-06845 LUMP | 7130.00000 7130.00| 5000.00000 5000.00| 4000.00000 4000.00
CONSTRUCTION ENGINEERING , STRUCTURE #4 | | |
0005 105-06845 LUMP | 5820.00000 5820.00| 5000.00000 5000.00| 3000.00000 3000.00
CONSTRUCTION ENGINEERING , STRUCTURE #5 | | |
0006 105-08520 3.000 EACH | 240.00000 720.00| 150.00000 450.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0007 105-08521 18.000 MOS | 300.00000 5400.00| 75.00000 1350.00| 100.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0008 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0015 110-01001 LUMP | 10800.00000 10800.00| 18000.00000 18000.00| 29000.00000 29000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #1 | | |
0016 110-01001 LUMP | 12100.00000 12100.00| 18000.00000 18000.00| 30000.00000 30000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #2 | | |
0017 110-01001 LUMP | 12100.00000 12100.00| 18000.00000 18000.00| 26400.00000 26400.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 110-01001 LUMP | 12100.00000 12100.00| 18000.00000 18000.00| 25965.88000 25965.88
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #4 | | |
0019 110-01001 LUMP | 12900.00000 12900.00| 18000.00000 18000.00| 25927.32000 25927.32
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #5 | | |
0020 201-52370 LUMP | 1930.00000 1930.00| 8236.72000 8236.72| 12400.00000 12400.00
CLEARING RIGHT OF WAY , STRUCTURE #1 | | |
0021 201-52370 LUMP | 3290.00000 3290.00| 10000.00000 10000.00| 14000.00000 14000.00
CLEARING RIGHT OF WAY , STRUCTURE #2 | | |
0022 201-52370 LUMP | 6510.00000 6510.00| 10000.00000 10000.00| 17000.00000 17000.00
CLEARING RIGHT OF WAY , STRUCTURE #3 | | |
0023 201-52370 LUMP | 11300.00000 11300.00| 10000.00000 10000.00| 16000.00000 16000.00
CLEARING RIGHT OF WAY , STRUCTURE #4 | | |
0024 201-52370 LUMP | 3580.00000 3580.00| 10000.00000 10000.00| 13800.00000 13800.00
CLEARING RIGHT OF WAY , STRUCTURE #5 | | |
0025 202-51330 LUMP | 6950.00000 6950.00| 13500.00000 13500.00| 5000.00000 5000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0026 202-51330 LUMP | 12500.00000 12500.00| 15000.00000 15000.00| 4000.00000 4000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0027 202-51330 LUMP | 12500.00000 12500.00| 18000.00000 18000.00| 3500.00000 3500.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0028 202-51330 LUMP | 25000.00000 25000.00| 18000.00000 18000.00| 3500.00000 3500.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0029 202-51330 LUMP | 6800.00000 6800.00| 15000.00000 15000.00| 3700.00000 3700.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0030 202-74035 17.000 EACH | 42.00000 714.00| 35.00000 595.00| 35.00000 595.00
SIGN, REMOVE | | |
0031 203-02000 14083.300 CYS | 15.05000 211953.67| 10.00000 140833.00| 17.00000 239416.10
EXCAVATION, COMMON | | |
0032 203-02070 4754.000 CYS | 1.00000 4754.00| 19.00000 90326.00| 12.75000 60613.50
BORROW | | |
0033 205-06931 2610.000 TON | 33.50000 87435.00| 31.00000 80910.00| 48.00000 125280.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06932 312.000 LFT | 6.95000 2168.40| 3.00000 936.00| 9.92000 3095.04
TEMPORARY CHECK DAM, STRAW BALES | | |
0035 205-06933 3.000 EACH | 137.00000 411.00| 88.00000 264.00| 100.00000 300.00
TEMPORARY DITCH INLET PROTECTION | | |
0036 205-06937 2285.000 LFT | 2.20000 5027.00| 1.09000 2490.65| 1.74000 3975.90
TEMPORARY SILT FENCE | | |
0037 205-09543 500.000 TON | 20.50000 10250.00| 22.00000 11000.00| 11.00000 5500.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 207-08265 8326.000 SYS | 7.40000 61612.40| 5.80000 48290.80| 6.25000 52037.50
SUBGRADE TREATMENT, TYPE IIA | | |
0039 207-08267 867.000 SYS | 12.00000 10404.00| 17.00000 14739.00| 11.00000 9537.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0040 211-09264 1885.400 CYS | 46.00000 86728.40| 24.00000 45249.60| 17.50000 32994.50
STRUCTURAL BACKFILL, TYPE 1 | | |
0041 301-07448 3335.140 TON | 17.00000 56697.38| 16.50000 55029.81| 12.30000 41022.22
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 306-08036 3980.000 SYS | 2.10000 8358.00| 4.30000 17114.00| 4.70000 18706.00
MILLING, ASPHALT, 2 IN | | |
0043 306-08043 1470.000 SYS | 2.10000 3087.00| 4.60000 6762.00| 3.70000 5439.00
MILLING, TRANSITION | | |
0044 402-07433 1088.400 TON | 56.50000 61494.60| 57.00000 62038.80| 57.70000 62800.68
HMA SURFACE, TYPE B | | |
0045 402-07438 2787.100 TON | 49.00000 136567.90| 51.00000 142142.10| 50.00000 139355.00
HMA INTERMEDIATE, TYPE B | | |
0046 402-07441 3220.700 TON | 47.00000 151372.90| 48.00000 154593.60| 50.70000 163289.49
HMA BASE, TYPE B | | |
0047 406-05520 8.200 TON | 563.00000 4616.60| 540.00000 4428.00| 511.00000 4190.20
ASPHALT FOR TACK COAT | | |
0048 502-06627 43.000 SYS | 46.00000 1978.00| 85.00000 3655.00| 61.50000 2644.50
PCCP, 6 IN | | |
0049 601-01740 1.000 EACH | 2000.00000 2000.00| 1920.00000 1920.00| 1920.00000 1920.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0050 601-01839 4.000 EACH | 1810.00000 7240.00| 1740.00000 6960.00| 1740.00000 6960.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0051 601-01846 5.000 EACH | 1660.00000 8300.00| 1590.00000 7950.00| 1590.00000 7950.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0052 601-02241 37.000 LFT | 21.00000 777.00| 20.00000 740.00| 20.00000 740.00
GUARDRAIL, REMOVE | | |
0053 601-06854 2.000 EACH | 2740.00000 5480.00| 2625.00000 5250.00| 2625.00000 5250.00
GUARDRAIL, W-BEAM, NESTED | | |
0054 601-94689 10.000 EACH | 2430.00000 24300.00| 2335.00000 23350.00| 2335.00000 23350.00
GUARDRAIL END TREATMENT, OS | | |
0055 601-99105 3087.500 LFT | 16.50000 50943.75| 16.00000 49400.00| 16.00000 49400.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0056 605-06150 100.000 LFT | 27.50000 2750.00| 31.00000 3100.00| 46.00000 4600.00
CURB AND GUTTER, C, CONCRETE | | |
0057 610-07487 278.700 TON | 86.50000 24107.55| 87.00000 24246.90| 107.00000 29820.90
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 611-06497 10.000 EACH | 182.00000 1820.00| 175.00000 1750.00| 175.00000 1750.00
MAILBOX ASSEMBLY, SINGLE | | |
0059 611-06498 1.000 EACH | 313.00000 313.00| 300.00000 300.00| 300.00000 300.00
MAILBOX ASSEMBLY, DOUBLE | | |
0060 611-08232 1.000 EACH | 287.00000 287.00| 275.00000 275.00| 275.00000 275.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0061 615-06490 86.000 EACH | 130.00000 11180.00| 125.00000 10750.00| 125.00000 10750.00
RIGHT OF WAY MARKER | | |
0062 615-06505 10.000 EACH | 730.00000 7300.00| 700.00000 7000.00| 700.00000 7000.00
MONUMENT, B | | |
0063 616-02320 10859.300 SYS | 2.05000 22261.57| 1.15000 12488.20| 1.60000 17374.88
GEOTEXTILES | | |
0064 616-02842 3138.400 TON | 31.50000 98859.60| 27.00000 84736.80| 19.25000 60414.20
RIPRAP, DITCH | | |
0065 616-05688 71.200 TON | 36.50000 2598.80| 43.00000 3061.60| 31.50000 2242.80
RIPRAP, CLASS 1 | | |
0066 616-05689 75.000 TON | 44.00000 3300.00| 45.00000 3375.00| 36.60000 2745.00
RIPRAP, CLASS 2 | | |
0067 616-06405 46.100 TON | 32.00000 1475.20| 40.00000 1844.00| 41.50000 1913.15
RIPRAP, REVETMENT | | |
0068 621-01004 5.000 EACH | 626.00000 3130.00| 360.00000 1800.00| 550.00000 2750.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-01597 52.300 SYS | 4.35000 227.51| 3.00000 156.90| 5.45000 285.04
EROSION CONTROL, MAT | | |
0070 621-01956 332.000 LBS | 2.60000 863.20| 4.01000 1331.32| 2.74000 909.68
SEED MIXTURE, LEGUME, 1 | | |
0071 621-02468 604.000 LBS | 2.40000 1449.60| 5.60000 3382.40| 2.42000 1461.68
SEED MIXTURE, GRASS, 1 | | |
0072 621-06545 1.700 TON | 396.00000 673.20| 612.00000 1040.40| 800.00000 1360.00
FERTILIZER | | |
0073 621-06557 2.000 LBS | 42.00000 84.00| 4.00000 8.00| 79.00000 158.00
SEED MIXTURE, T | | |
0074 621-06559 15224.000 SYS | 0.35000 5328.40| 0.27000 4110.48| 0.35000 5328.40
MULCHED SEEDING, R | | |
0075 621-06565 0.020 TON | 594.00000 11.88| 900.00000 18.00| 505.00000 10.10
MULCHING MATERIAL | | |
0076 621-06567 22.000 kGAL | 5.20000 114.40| 150.00000 3300.00| 1.00000 22.00
WATER | | |
0077 621-06574 1156.700 SYS | 2.90000 3354.43| 3.39000 3921.21| 2.92000 3377.56
SODDING | | |
0078 621-06575 4342.400 SYS | 2.90000 12592.96| 3.39000 14720.74| 2.92000 12679.81
SODDING, NURSERY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 622-52436 12.000 EACH | 38.50000 462.00| 35.00000 420.00| 20.00000 240.00
SIGN, DO NOT MOW OR SPRAY | | |
0080 622-91786 360.000 EACH | 10.00000 3600.00| 2.21000 795.60| 9.80000 3528.00
SEEDLING | | |
0081 628-09402 18.000 MOS | 1730.00000 31140.00| 2400.00000 43200.00| 2250.00000 40500.00
FIELD OFFICE, B | | |
0082 714-01366 210.000 LFT | 721.00000 151410.00| 685.00000 143850.00| 600.00000 126000.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0083 714-07773 48.000 LFT | 788.00000 37824.00| 650.00000 31200.00| 620.00000 29760.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 3FT | | |
0084 714-26703 88.000 LFT | 368.00000 32384.00| 460.00000 40480.00| 420.00000 36960.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0085 714-99348 72.000 LFT | 335.00000 24120.00| 360.00000 25920.00| 275.00000 19800.00
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 3FT | | |
0086 715-05048 500.000 LFT | 3.65000 1825.00| 17.00000 8500.00| 8.50000 4250.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0087 715-05049 500.000 LFT | 5.70000 2850.00| 18.00000 9000.00| 9.10000 4550.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0088 715-05051 500.000 LFT | 7.50000 3750.00| 20.00000 10000.00| 10.50000 5250.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0089 715-05123 51.000 LFT | 42.00000 2142.00| 48.00000 2448.00| 46.00000 2346.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0090 715-05151 462.000 LFT | 22.00000 10164.00| 40.00000 18480.00| 25.00000 11550.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0091 715-05169 219.000 LFT | 22.50000 4927.50| 40.00000 8760.00| 24.40000 5343.60
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0092 715-05171 46.000 LFT | 33.50000 1541.00| 40.00000 1840.00| 37.00000 1702.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0093 715-05237 40.000 LFT | 94.50000 3780.00| 105.00000 4200.00| 125.00000 5000.00
PIPE, TYPE 1, DEFORMED, MIN AREA 6.4 SF | | |
0094 715-46005 16.000 EACH | 331.00000 5296.00| 330.00000 5280.00| 245.00000 3920.00
PIPE END SECTION, 15 IN | | |
0095 715-46010 2.000 EACH | 413.00000 826.00| 360.00000 720.00| 300.00000 600.00
PIPE END SECTION, 18 IN | | |
0096 715-46020 2.000 EACH | 526.00000 1052.00| 420.00000 840.00| 540.00000 1080.00
PIPE END SECTION, 24 IN | | |
0097 715-46095 2.000 EACH | 1670.00000 3340.00| 1500.00000 3000.00| 730.00000 1460.00
PIPE END SECTION, MIN AREA 6.4 SF | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 720-45030 2.000 EACH | 1470.00000 2940.00| 1300.00000 2600.00| 1130.00000 2260.00
INLET, E7 | | |
0099 720-45035 1.000 EACH | 1490.00000 1490.00| 1300.00000 1300.00| 1160.00000 1160.00
INLET, F7 | | |
0100 732-08419 69.000 SYS | 81.00000 5589.00| 90.00000 6210.00| 82.00000 5658.00
MODULAR BLOCK WALL | | |
0101 732-08421 69.000 SYS | 150.00000 10350.00| 160.00000 11040.00| 57.00000 3933.00
MODULAR BLOCK WALL ERECTION | | |
0102 801-04308 2.000 EACH | 495.00000 990.00| 3000.00000 6000.00| 3000.00000 6000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0103 801-06625 34.000 EACH | 99.00000 3366.00| 151.00000 5134.00| 151.00000 5134.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0104 801-06640 65.000 EACH | 140.00000 9100.00| 77.00000 5005.00| 77.00000 5005.00
CONSTRUCTION SIGN, A | | |
0105 801-06645 10.000 EACH | 55.50000 555.00| 66.00000 660.00| 66.00000 660.00
CONSTRUCTION SIGN, B | | |
0106 801-06775 LUMP | 1560.00000 1560.00| 1000.00000 1000.00| 500.00000 500.00
MAINTAINING TRAFFIC , STRUCTURE #1 | | |
0107 801-06775 LUMP | 1560.00000 1560.00| 1000.00000 1000.00| 500.00000 500.00
MAINTAINING TRAFFIC , STRUCTURE #2 | | |
0108 801-06775 LUMP | 1850.00000 1850.00| 1000.00000 1000.00| 500.00000 500.00
MAINTAINING TRAFFIC , STRUCTURE #3 | | |
0109 801-06775 LUMP | 1850.00000 1850.00| 1000.00000 1000.00| 500.00000 500.00
MAINTAINING TRAFFIC , STRUCTURE #4 | | |
0110 801-06775 LUMP | 1560.00000 1560.00| 1000.00000 1000.00| 500.00000 500.00
MAINTAINING TRAFFIC , STRUCTURE #5 | | |
0111 801-07118 480.000 LFT | 8.05000 3864.00| 5.75000 2760.00| 5.75000 2760.00
BARRICADE, III-A | | |
0112 801-07119 240.000 LFT | 10.00000 2400.00| 6.25000 1500.00| 6.25000 1500.00
BARRICADE, III-B | | |
0113 802-05701 75.500 LFT | 13.00000 981.50| 13.00000 981.50| 13.00000 981.50
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0114 802-05702 46.000 LFT | 8.05000 370.30| 8.00000 368.00| 8.00000 368.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0115 802-09838 10.000 SFT | 32.00000 320.00| 32.00000 320.00| 32.00000 320.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0116 802-09840 47.000 SFT | 20.00000 940.00| 20.00000 940.00| 20.00000 940.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0117 802-09842 21.340 SFT | 18.00000 384.12| 18.00000 384.12| 18.00000 384.12
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0118 802-99045 2.000 EACH | 121.00000 242.00| 120.00000 240.00| 120.00000 240.00
SIGN REMOUNTING | | |
0119 804-06725 40.000 EACH | 23.00000 920.00| 23.00000 920.00| 23.00000 920.00
DELINEATOR WITH POST, D1 | | |
0120 805-96014 53.000 LFT | 11.00000 583.00| 3.00000 159.00| 10.00000 530.00
SAW CUT, FULL DEPTH | | |
0121 808-06703 10400.000 LFT | 0.60000 6240.00| 0.44000 4576.00| 0.44000 4576.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 225.000 LFT | 1.00000 225.00| 0.44000 99.00| 0.44000 99.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 9500.000 LFT | 0.60000 5700.00| 0.44000 4180.00| 0.44000 4180.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75996 68.000 EACH | 27.00000 1836.00| 26.67000 1813.56| 26.67000 1813.56
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0125 808-75998 133.000 EACH | 27.50000 3657.50| 27.43000 3648.19| 27.43000 3648.19
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,790,817.22| $ 1,833,000.00| $ 1,842,500.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,790,817.22| $ 1,833,000.00| $ 1,842,500.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -9
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON 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 | 3550.00000 3550.00| 3500.00000 3500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING , STRUCTURE #1 | | |
0002 105-06845 LUMP | 3550.00000 3550.00| 3500.00000 3500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING , STRUCTURE #2 | | |
0003 105-06845 LUMP | 3550.00000 3550.00| 3500.00000 3500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING , STRUCTURE #3 | | |
0004 105-06845 LUMP | 3550.00000 3550.00| 3500.00000 3500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING , STRUCTURE #4 | | |
0005 105-06845 LUMP | 3550.00000 3550.00| 3500.00000 3500.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING , STRUCTURE #5 | | |
0006 105-08520 3.000 EACH | 170.00000 510.00| 130.00000 390.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0007 105-08521 18.000 MOS | 85.00000 1530.00| 91.14000 1640.52| 100.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0008 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0015 110-01001 LUMP | 8200.00000 8200.00| 19150.00000 19150.00| 23510.00000 23510.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #1 | | |
0016 110-01001 LUMP | 11831.92000 11831.92| 19150.00000 19150.00| 23510.00000 23510.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #2 | | |
0017 110-01001 LUMP | 8200.00000 8200.00| 19150.00000 19150.00| 23510.00000 23510.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #3 | | |
0018 110-01001 LUMP | 8200.00000 8200.00| 19150.00000 19150.00| 23510.00000 23510.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -10
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 110-01001 LUMP | 8700.00000 8700.00| 19150.00000 19150.00| 23510.00000 23510.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #5 | | |
0020 201-52370 LUMP | 13500.00000 13500.00| 5750.00000 5750.00| 14740.00000 14740.00
CLEARING RIGHT OF WAY , STRUCTURE #1 | | |
0021 201-52370 LUMP | 14725.00000 14725.00| 5750.00000 5750.00| 16500.00000 16500.00
CLEARING RIGHT OF WAY , STRUCTURE #2 | | |
0022 201-52370 LUMP | 17900.00000 17900.00| 5750.00000 5750.00| 19800.00000 19800.00
CLEARING RIGHT OF WAY , STRUCTURE #3 | | |
0023 201-52370 LUMP | 16825.00000 16825.00| 5750.00000 5750.00| 18700.00000 18700.00
CLEARING RIGHT OF WAY , STRUCTURE #4 | | |
0024 201-52370 LUMP | 14500.00000 14500.00| 5750.00000 5750.00| 16830.00000 16830.00
CLEARING RIGHT OF WAY , STRUCTURE #5 | | |
0025 202-51330 LUMP | 15800.00000 15800.00| 15000.00000 15000.00| 6200.00000 6200.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0026 202-51330 LUMP | 14750.00000 14750.00| 22000.00000 22000.00| 7300.00000 7300.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0027 202-51330 LUMP | 17800.00000 17800.00| 35000.00000 35000.00| 17000.00000 17000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0028 202-51330 LUMP | 19600.00000 19600.00| 35000.00000 35000.00| 17000.00000 17000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0029 202-51330 LUMP | 14750.00000 14750.00| 22000.00000 22000.00| 11000.00000 11000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0030 202-74035 17.000 EACH | 37.00000 629.00| 40.00000 680.00| 38.50000 654.50
SIGN, REMOVE | | |
0031 203-02000 14083.300 CYS | 15.00000 211249.50| 10.00000 140833.00| 14.00000 197166.20
EXCAVATION, COMMON | | |
0032 203-02070 4754.000 CYS | 12.00000 57048.00| 14.00000 66556.00| 16.75000 79629.50
BORROW | | |
0033 205-06931 2610.000 TON | 23.25000 60682.50| 30.00000 78300.00| 25.00000 65250.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06932 312.000 LFT | 3.25000 1014.00| 3.00000 936.00| 12.50000 3900.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0035 205-06933 3.000 EACH | 93.00000 279.00| 90.00000 270.00| 178.25000 534.75
TEMPORARY DITCH INLET PROTECTION | | |
0036 205-06937 2285.000 LFT | 1.20000 2742.00| 1.25000 2856.25| 1.50000 3427.50
TEMPORARY SILT FENCE | | |
0037 205-09543 500.000 TON | 20.00000 10000.00| 45.00000 22500.00| 18.00000 9000.00
NO 2 STONE | | |
0038 207-08265 8326.000 SYS | 7.00000 58282.00| 7.50000 62445.00| 8.30000 69105.80
SUBGRADE TREATMENT, TYPE IIA | | |
0039 207-08267 867.000 SYS | 7.00000 6069.00| 12.00000 10404.00| 6.20000 5375.40
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -11
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 211-09264 1885.400 CYS | 64.00000 120665.60| 24.00000 45249.60| 22.00000 41478.80
STRUCTURAL BACKFILL, TYPE 1 | | |
0041 301-07448 3335.140 TON | 28.00000 93383.92| 25.00000 83378.50| 22.00000 73373.08
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 306-08036 3980.000 SYS | 6.00000 23880.00| 4.00000 15920.00| 4.25000 16915.00
MILLING, ASPHALT, 2 IN | | |
0043 306-08043 1470.000 SYS | 7.00000 10290.00| 6.00000 8820.00| 4.25000 6247.50
MILLING, TRANSITION | | |
0044 402-07433 1088.400 TON | 57.00000 62038.80| 55.00000 59862.00| 59.40000 64650.96
HMA SURFACE, TYPE B | | |
0045 402-07438 2787.100 TON | 49.50000 137961.45| 50.00000 139355.00| 51.70000 144093.07
HMA INTERMEDIATE, TYPE B | | |
0046 402-07441 3220.700 TON | 47.50000 152983.25| 46.00000 148152.20| 53.65000 172790.56
HMA BASE, TYPE B | | |
0047 406-05520 8.200 TON | 568.00000 4657.60| 600.00000 4920.00| 594.00000 4870.80
ASPHALT FOR TACK COAT | | |
0048 502-06627 43.000 SYS | 100.00000 4300.00| 75.00000 3225.00| 50.00000 2150.00
PCCP, 6 IN | | |
0049 601-01740 1.000 EACH | 2020.00000 2020.00| 2000.00000 2000.00| 2112.00000 2112.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0050 601-01839 4.000 EACH | 1830.00000 7320.00| 1800.00000 7200.00| 1914.00000 7656.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0051 601-01846 5.000 EACH | 1675.00000 8375.00| 1650.00000 8250.00| 1749.00000 8745.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0052 601-02241 37.000 LFT | 21.00000 777.00| 20.25000 749.25| 22.00000 814.00
GUARDRAIL, REMOVE | | |
0053 601-06854 2.000 EACH | 2760.00000 5520.00| 16.00000 32.00| 2888.00000 5776.00
GUARDRAIL, W-BEAM, NESTED | | |
0054 601-94689 10.000 EACH | 2455.00000 24550.00| 2400.00000 24000.00| 2569.00000 25690.00
GUARDRAIL END TREATMENT, OS | | |
0055 601-99105 3087.500 LFT | 17.00000 52487.50| 17.00000 52487.50| 17.60000 54340.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0056 605-06150 100.000 LFT | 34.00000 3400.00| 36.00000 3600.00| 28.00000 2800.00
CURB AND GUTTER, C, CONCRETE | | |
0057 610-07487 278.700 TON | 87.00000 24246.90| 85.00000 23689.50| 91.30000 25445.31
HMA FOR APPROACHES, TYPE B | | |
0058 611-06497 10.000 EACH | 184.00000 1840.00| 200.00000 2000.00| 193.00000 1930.00
MAILBOX ASSEMBLY, SINGLE | | |
0059 611-06498 1.000 EACH | 315.00000 315.00| 325.00000 325.00| 330.00000 330.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -12
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 611-08232 1.000 EACH | 289.00000 289.00| 300.00000 300.00| 303.00000 303.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0061 615-06490 86.000 EACH | 131.00000 11266.00| 125.00000 10750.00| 138.00000 11868.00
RIGHT OF WAY MARKER | | |
0062 615-06505 10.000 EACH | 736.00000 7360.00| 710.00000 7100.00| 770.00000 7700.00
MONUMENT, B | | |
0063 616-02320 10859.300 SYS | 2.00000 21718.60| 2.00000 21718.60| 3.00000 32577.90
GEOTEXTILES | | |
0064 616-02842 3138.400 TON | 23.00000 72183.20| 37.00000 116120.80| 23.00000 72183.20
RIPRAP, DITCH | | |
0065 616-05688 71.200 TON | 57.00000 4058.40| 35.00000 2492.00| 35.00000 2492.00
RIPRAP, CLASS 1 | | |
0066 616-05689 75.000 TON | 49.00000 3675.00| 35.00000 2625.00| 35.00000 2625.00
RIPRAP, CLASS 2 | | |
0067 616-06405 46.100 TON | 43.00000 1982.30| 32.00000 1475.20| 40.00000 1844.00
RIPRAP, REVETMENT | | |
0068 621-01004 5.000 EACH | 375.00000 1875.00| 375.00000 1875.00| 690.00000 3450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-01597 52.300 SYS | 3.00000 156.90| 3.25000 169.98| 5.00000 261.50
EROSION CONTROL, MAT | | |
0070 621-01956 332.000 LBS | 4.25000 1411.00| 4.25000 1411.00| 4.80000 1593.60
SEED MIXTURE, LEGUME, 1 | | |
0071 621-02468 604.000 LBS | 6.00000 3624.00| 6.00000 3624.00| 2.75000 1661.00
SEED MIXTURE, GRASS, 1 | | |
0072 621-06545 1.700 TON | 644.00000 1094.80| 650.00000 1105.00| 437.00000 742.90
FERTILIZER | | |
0073 621-06557 2.000 LBS | 4.25000 8.50| 4.25000 8.50| 46.00000 92.00
SEED MIXTURE, T | | |
0074 621-06559 15224.000 SYS | 0.25000 3806.00| 0.30000 4567.20| 0.40000 6089.60
MULCHED SEEDING, R | | |
0075 621-06565 0.020 TON | 946.00000 18.92| 925.00000 18.50| 655.50000 13.11
MULCHING MATERIAL | | |
0076 621-06567 22.000 kGAL | 158.00000 3476.00| 150.00000 3300.00| 5.75000 126.50
WATER | | |
0077 621-06574 1156.700 SYS | 3.00000 3470.10| 4.25000 4915.98| 3.25000 3759.28
SODDING | | |
0078 621-06575 4342.400 SYS | 3.00000 13027.20| 4.25000 18455.20| 3.25000 14112.80
SODDING, NURSERY | | |
0079 622-52436 12.000 EACH | 25.00000 300.00| 36.00000 432.00| 42.55000 510.60
SIGN, DO NOT MOW OR SPRAY | | |
0080 622-91786 360.000 EACH | 2.25000 810.00| 2.25000 810.00| 11.00000 3960.00
SEEDLING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -13
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 628-09402 18.000 MOS | 1945.00000 35010.00| 2000.00000 36000.00| 2400.00000 43200.00
FIELD OFFICE, B | | |
0082 714-01366 210.000 LFT | 561.00000 117810.00| 600.00000 126000.00| 630.00000 132300.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0083 714-07773 48.000 LFT | 568.00000 27264.00| 575.00000 27600.00| 600.00000 28800.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 3FT | | |
0084 714-26703 88.000 LFT | 294.00000 25872.00| 450.00000 39600.00| 405.00000 35640.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0085 714-99348 72.000 LFT | 277.00000 19944.00| 425.00000 30600.00| 340.00000 24480.00
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 3FT | | |
0086 715-05048 500.000 LFT | 11.75000 5875.00| 9.00000 4500.00| 8.00000 4000.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0087 715-05049 500.000 LFT | 12.50000 6250.00| 10.00000 5000.00| 8.00000 4000.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0088 715-05051 500.000 LFT | 14.00000 7000.00| 12.00000 6000.00| 10.00000 5000.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0089 715-05123 51.000 LFT | 41.00000 2091.00| 40.00000 2040.00| 35.00000 1785.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0090 715-05151 462.000 LFT | 28.75000 13282.50| 35.00000 16170.00| 25.00000 11550.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0091 715-05169 219.000 LFT | 30.00000 6570.00| 40.00000 8760.00| 25.00000 5475.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0092 715-05171 46.000 LFT | 39.00000 1794.00| 90.00000 4140.00| 30.00000 1380.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0093 715-05237 40.000 LFT | 43.00000 1720.00| 135.00000 5400.00| 120.00000 4800.00
PIPE, TYPE 1, DEFORMED, MIN AREA 6.4 SF | | |
0094 715-46005 16.000 EACH | 700.00000 11200.00| 350.00000 5600.00| 250.00000 4000.00
PIPE END SECTION, 15 IN | | |
0095 715-46010 2.000 EACH | 730.00000 1460.00| 400.00000 800.00| 300.00000 600.00
PIPE END SECTION, 18 IN | | |
0096 715-46020 2.000 EACH | 795.00000 1590.00| 575.00000 1150.00| 450.00000 900.00
PIPE END SECTION, 24 IN | | |
0097 715-46095 2.000 EACH | 800.00000 1600.00| 750.00000 1500.00| 750.00000 1500.00
PIPE END SECTION, MIN AREA 6.4 SF | | |
0098 720-45030 2.000 EACH | 1700.00000 3400.00| 1300.00000 2600.00| 850.00000 1700.00
INLET, E7 | | |
0099 720-45035 1.000 EACH | 1700.00000 1700.00| 1300.00000 1300.00| 850.00000 850.00
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -14
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 732-08419 69.000 SYS | 82.00000 5658.00| 75.00000 5175.00| 89.00000 6141.00
MODULAR BLOCK WALL | | |
0101 732-08421 69.000 SYS | 270.00000 18630.00| 300.00000 20700.00| 115.00000 7935.00
MODULAR BLOCK WALL ERECTION | | |
0102 801-04308 2.000 EACH | 3155.00000 6310.00| 3000.00000 6000.00| 495.00000 990.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0103 801-06625 34.000 EACH | 159.00000 5406.00| 175.00000 5950.00| 102.35000 3479.90
DETOUR ROUTE MARKER ASSEMBLY | | |
0104 801-06640 65.000 EACH | 81.00000 5265.00| 80.00000 5200.00| 17.25000 1121.25
CONSTRUCTION SIGN, A | | |
0105 801-06645 10.000 EACH | 69.50000 695.00| 75.00000 750.00| 23.00000 230.00
CONSTRUCTION SIGN, B | | |
0106 801-06775 LUMP | 4930.00000 4930.00| 8000.00000 8000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC , STRUCTURE #1 | | |
0107 801-06775 LUMP | 4930.00000 4930.00| 4000.00000 4000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC , STRUCTURE #2 | | |
0108 801-06775 LUMP | 4930.00000 4930.00| 8000.00000 8000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC , STRUCTURE #3 | | |
0109 801-06775 LUMP | 4930.00000 4930.00| 4100.00000 4100.00| 3000.00000 3000.00
MAINTAINING TRAFFIC , STRUCTURE #4 | | |
0110 801-06775 LUMP | 4930.00000 4930.00| 6000.00000 6000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC , STRUCTURE #5 | | |
0111 801-07118 480.000 LFT | 6.00000 2880.00| 3.25000 1560.00| 3.45000 1656.00
BARRICADE, III-A | | |
0112 801-07119 240.000 LFT | 6.50000 1560.00| 6.50000 1560.00| 3.45000 828.00
BARRICADE, III-B | | |
0113 802-05701 75.500 LFT | 13.50000 1019.25| 14.00000 1057.00| 14.30000 1079.65
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0114 802-05702 46.000 LFT | 8.50000 391.00| 8.50000 391.00| 8.80000 404.80
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0115 802-09838 10.000 SFT | 33.50000 335.00| 35.00000 350.00| 35.20000 352.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0116 802-09840 47.000 SFT | 21.00000 987.00| 22.00000 1034.00| 20.90000 982.30
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0117 802-09842 21.340 SFT | 18.95000 404.39| 20.00000 426.80| 19.80000 422.53
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0118 802-99045 2.000 EACH | 126.00000 252.00| 135.00000 270.00| 132.00000 264.00
SIGN REMOUNTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -15
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 38-3806996 |( 5 ) 35-1128289 |( 6 ) 35-1381845
|HIS CONSTRUCTORS INC |BEATY CONSTRUCTION INC |GEORGE R HARVEY & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 804-06725 40.000 EACH | 24.00000 960.00| 25.00000 1000.00| 25.30000 1012.00
DELINEATOR WITH POST, D1 | | |
0120 805-96014 53.000 LFT | 10.50000 556.50| 5.00000 265.00| 7.00000 371.00
SAW CUT, FULL DEPTH | | |
0121 808-06703 10400.000 LFT | 0.50000 5200.00| 0.50000 5200.00| 0.69000 7176.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 225.000 LFT | 0.50000 112.50| 0.50000 112.50| 0.69000 155.25
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 9500.000 LFT | 0.50000 4750.00| 0.50000 4750.00| 0.69000 6555.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75996 68.000 EACH | 28.00000 1904.00| 30.00000 2040.00| 20.00000 1360.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0125 808-75998 133.000 EACH | 29.00000 3857.00| 30.00000 3990.00| 34.50000 4588.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,912,912.00| $ 1,917,948.58| $ 1,933,008.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,912,912.00| $ 1,917,948.58| $ 1,933,008.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -16
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR 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 | 5000.00000 5000.00| 2500.00000 2500.00| 865.82000 865.82
CONSTRUCTION ENGINEERING , STRUCTURE #1 | | |
0002 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 866.00000 866.00
CONSTRUCTION ENGINEERING , STRUCTURE #2 | | |
0003 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 866.00000 866.00
CONSTRUCTION ENGINEERING , STRUCTURE #3 | | |
0004 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 866.00000 866.00
CONSTRUCTION ENGINEERING , STRUCTURE #4 | | |
0005 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 866.00000 866.00
CONSTRUCTION ENGINEERING , STRUCTURE #5 | | |
0006 105-08520 3.000 EACH | 330.00000 990.00| 50.00000 150.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0007 105-08521 18.000 MOS | 260.00000 4680.00| 25.00000 450.00| 150.00000 2700.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0008 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0015 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #1 | | |
0016 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #2 | | |
0017 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #3 | | |
0018 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -17
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #5 | | |
0020 201-52370 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 14500.00000 14500.00
CLEARING RIGHT OF WAY , STRUCTURE #1 | | |
0021 201-52370 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 12000.00000 12000.00
CLEARING RIGHT OF WAY , STRUCTURE #2 | | |
0022 201-52370 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 15750.00000 15750.00
CLEARING RIGHT OF WAY , STRUCTURE #3 | | |
0023 201-52370 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 13500.00000 13500.00
CLEARING RIGHT OF WAY , STRUCTURE #4 | | |
0024 201-52370 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 12000.00000 12000.00
CLEARING RIGHT OF WAY , STRUCTURE #5 | | |
0025 202-51330 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| 2300.00000 2300.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0026 202-51330 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| 2300.00000 2300.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0027 202-51330 LUMP | 12000.00000 12000.00| 8000.00000 8000.00| 7000.00000 7000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0028 202-51330 LUMP | 11500.00000 11500.00| 8000.00000 8000.00| 14000.00000 14000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0029 202-51330 LUMP | 9000.00000 9000.00| 8000.00000 8000.00| 7000.00000 7000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0030 202-74035 17.000 EACH | 45.00000 765.00| 100.00000 1700.00| 35.00000 595.00
SIGN, REMOVE | | |
0031 203-02000 14083.300 CYS | 9.60000 135199.68| 15.45000 217586.99| 20.00000 281666.00
EXCAVATION, COMMON | | |
0032 203-02070 4754.000 CYS | 17.50000 83195.00| 15.00000 71310.00| 15.00000 71310.00
BORROW | | |
0033 205-06931 2610.000 TON | 27.00000 70470.00| 17.50000 45675.00| 35.00000 91350.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06932 312.000 LFT | 11.50000 3588.00| 15.00000 4680.00| 9.92000 3095.04
TEMPORARY CHECK DAM, STRAW BALES | | |
0035 205-06933 3.000 EACH | 175.00000 525.00| 400.00000 1200.00| 100.00000 300.00
TEMPORARY DITCH INLET PROTECTION | | |
0036 205-06937 2285.000 LFT | 1.50000 3427.50| 3.00000 6855.00| 1.74000 3975.90
TEMPORARY SILT FENCE | | |
0037 205-09543 500.000 TON | 16.00000 8000.00| 27.50000 13750.00| 15.00000 7500.00
NO 2 STONE | | |
0038 207-08265 8326.000 SYS | 9.40000 78264.40| 10.95000 91169.70| 6.00000 49956.00
SUBGRADE TREATMENT, TYPE IIA | | |
0039 207-08267 867.000 SYS | 9.60000 8323.20| 10.95000 9493.65| 6.00000 5202.00
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -18
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 211-09264 1885.400 CYS | 22.00000 41478.80| 49.75000 93798.65| 24.00000 45249.60
STRUCTURAL BACKFILL, TYPE 1 | | |
0041 301-07448 3335.140 TON | 16.00000 53362.24| 15.95000 53195.48| 15.00000 50027.10
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 306-08036 3980.000 SYS | 4.00000 15920.00| 5.50000 21890.00| 5.00000 19900.00
MILLING, ASPHALT, 2 IN | | |
0043 306-08043 1470.000 SYS | 4.00000 5880.00| 8.50000 12495.00| 6.00000 8820.00
MILLING, TRANSITION | | |
0044 402-07433 1088.400 TON | 75.00000 81630.00| 70.00000 76188.00| 60.00000 65304.00
HMA SURFACE, TYPE B | | |
0045 402-07438 2787.100 TON | 60.00000 167226.00| 60.00000 167226.00| 55.00000 153290.50
HMA INTERMEDIATE, TYPE B | | |
0046 402-07441 3220.700 TON | 58.00000 186800.60| 61.00000 196462.70| 50.00000 161035.00
HMA BASE, TYPE B | | |
0047 406-05520 8.200 TON | 525.00000 4305.00| 450.00000 3690.00| 100.00000 820.00
ASPHALT FOR TACK COAT | | |
0048 502-06627 43.000 SYS | 47.00000 2021.00| 175.00000 7525.00| 45.00000 1935.00
PCCP, 6 IN | | |
0049 601-01740 1.000 EACH | 2100.00000 2100.00| 2455.00000 2455.00| 1920.00000 1920.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0050 601-01839 4.000 EACH | 1900.00000 7600.00| 1935.00000 7740.00| 1740.00000 6960.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0051 601-01846 5.000 EACH | 1700.00000 8500.00| 1750.00000 8750.00| 1590.00000 7950.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0052 601-02241 37.000 LFT | 22.00000 814.00| 50.00000 1850.00| 20.00000 740.00
GUARDRAIL, REMOVE | | |
0053 601-06854 2.000 EACH | 2800.00000 5600.00| 4000.00000 8000.00| 2625.00000 5250.00
GUARDRAIL, W-BEAM, NESTED | | |
0054 601-94689 10.000 EACH | 2500.00000 25000.00| 3000.00000 30000.00| 2335.00000 23350.00
GUARDRAIL END TREATMENT, OS | | |
0055 601-99105 3087.500 LFT | 17.00000 52487.50| 17.75000 54803.13| 16.00000 49400.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0056 605-06150 100.000 LFT | 20.00000 2000.00| 82.00000 8200.00| 45.00000 4500.00
CURB AND GUTTER, C, CONCRETE | | |
0057 610-07487 278.700 TON | 110.00000 30657.00| 150.00000 41805.00| 87.00000 24246.90
HMA FOR APPROACHES, TYPE B | | |
0058 611-06497 10.000 EACH | 190.00000 1900.00| 190.00000 1900.00| 175.00000 1750.00
MAILBOX ASSEMBLY, SINGLE | | |
0059 611-06498 1.000 EACH | 320.00000 320.00| 500.00000 500.00| 300.00000 300.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -19
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 611-08232 1.000 EACH | 300.00000 300.00| 400.00000 400.00| 275.00000 275.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0061 615-06490 86.000 EACH | 140.00000 12040.00| 90.00000 7740.00| 125.00000 10750.00
RIGHT OF WAY MARKER | | |
0062 615-06505 10.000 EACH | 730.00000 7300.00| 525.00000 5250.00| 700.00000 7000.00
MONUMENT, B | | |
0063 616-02320 10859.300 SYS | 4.20000 45609.06| 2.25000 24433.43| 3.00000 32577.90
GEOTEXTILES | | |
0064 616-02842 3138.400 TON | 21.00000 65906.40| 25.00000 78460.00| 24.00000 75321.60
RIPRAP, DITCH | | |
0065 616-05688 71.200 TON | 27.00000 1922.40| 53.00000 3773.60| 33.00000 2349.60
RIPRAP, CLASS 1 | | |
0066 616-05689 75.000 TON | 27.00000 2025.00| 58.00000 4350.00| 33.00000 2475.00
RIPRAP, CLASS 2 | | |
0067 616-06405 46.100 TON | 20.00000 922.00| 63.00000 2904.30| 24.00000 1106.40
RIPRAP, REVETMENT | | |
0068 621-01004 5.000 EACH | 620.00000 3100.00| 1000.00000 5000.00| 550.00000 2750.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-01597 52.300 SYS | 4.40000 230.12| 15.00000 784.50| 5.45000 285.04
EROSION CONTROL, MAT | | |
0070 621-01956 332.000 LBS | 2.80000 929.60| 3.00000 996.00| 2.74000 909.68
SEED MIXTURE, LEGUME, 1 | | |
0071 621-02468 604.000 LBS | 2.60000 1570.40| 2.75000 1661.00| 2.42000 1461.68
SEED MIXTURE, GRASS, 1 | | |
0072 621-06545 1.700 TON | 400.00000 680.00| 1500.00000 2550.00| 800.00000 1360.00
FERTILIZER | | |
0073 621-06557 2.000 LBS | 41.00000 82.00| 87.00000 174.00| 79.00000 158.00
SEED MIXTURE, T | | |
0074 621-06559 15224.000 SYS | 0.40000 6089.60| 0.39000 5937.36| 0.35000 5328.40
MULCHED SEEDING, R | | |
0075 621-06565 0.020 TON | 600.00000 12.00| 2500.00000 50.00| 505.00000 10.10
MULCHING MATERIAL | | |
0076 621-06567 22.000 kGAL | 5.00000 110.00| 5.00000 110.00| 1.00000 22.00
WATER | | |
0077 621-06574 1156.700 SYS | 3.10000 3585.77| 3.15000 3643.61| 2.92000 3377.56
SODDING | | |
0078 621-06575 4342.400 SYS | 3.10000 13461.44| 3.15000 13678.56| 2.92000 12679.81
SODDING, NURSERY | | |
0079 622-52436 12.000 EACH | 39.00000 468.00| 35.00000 420.00| 35.00000 420.00
SIGN, DO NOT MOW OR SPRAY | | |
0080 622-91786 360.000 EACH | 10.50000 3780.00| 9.00000 3240.00| 9.80000 3528.00
SEEDLING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -20
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 628-09402 18.000 MOS | 1500.00000 27000.00| 750.00000 13500.00| 2500.00000 45000.00
FIELD OFFICE, B | | |
0082 714-01366 210.000 LFT | 900.00000 189000.00| 640.00000 134400.00| 800.00000 168000.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0083 714-07773 48.000 LFT | 820.00000 39360.00| 570.00000 27360.00| 1100.00000 52800.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 3FT | | |
0084 714-26703 88.000 LFT | 660.00000 58080.00| 350.00000 30800.00| 375.00000 33000.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0085 714-99348 72.000 LFT | 530.00000 38160.00| 300.00000 21600.00| 350.00000 25200.00
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 3FT | | |
0086 715-05048 500.000 LFT | 19.00000 9500.00| 2.00000 1000.00| 30.00000 15000.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0087 715-05049 500.000 LFT | 21.00000 10500.00| 2.50000 1250.00| 32.00000 16000.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0088 715-05051 500.000 LFT | 23.00000 11500.00| 3.00000 1500.00| 25.00000 12500.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0089 715-05123 51.000 LFT | 50.00000 2550.00| 52.50000 2677.50| 48.00000 2448.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0090 715-05151 462.000 LFT | 31.00000 14322.00| 32.50000 15015.00| 38.00000 17556.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0091 715-05169 219.000 LFT | 34.00000 7446.00| 40.00000 8760.00| 34.00000 7446.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0092 715-05171 46.000 LFT | 54.00000 2484.00| 37.50000 1725.00| 35.00000 1610.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0093 715-05237 40.000 LFT | 95.00000 3800.00| 125.00000 5000.00| 140.00000 5600.00
PIPE, TYPE 1, DEFORMED, MIN AREA 6.4 SF | | |
0094 715-46005 16.000 EACH | 260.00000 4160.00| 300.00000 4800.00| 600.00000 9600.00
PIPE END SECTION, 15 IN | | |
0095 715-46010 2.000 EACH | 300.00000 600.00| 325.00000 650.00| 700.00000 1400.00
PIPE END SECTION, 18 IN | | |
0096 715-46020 2.000 EACH | 360.00000 720.00| 400.00000 800.00| 800.00000 1600.00
PIPE END SECTION, 24 IN | | |
0097 715-46095 2.000 EACH | 720.00000 1440.00| 700.00000 1400.00| 1400.00000 2800.00
PIPE END SECTION, MIN AREA 6.4 SF | | |
0098 720-45030 2.000 EACH | 1100.00000 2200.00| 1250.00000 2500.00| 1500.00000 3000.00
INLET, E7 | | |
0099 720-45035 1.000 EACH | 1100.00000 1100.00| 1250.00000 1250.00| 1500.00000 1500.00
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -21
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 732-08419 69.000 SYS | 80.00000 5520.00| 164.00000 11316.00| 93.00000 6417.00
MODULAR BLOCK WALL | | |
0101 732-08421 69.000 SYS | 170.00000 11730.00| 218.00000 15042.00| 120.00000 8280.00
MODULAR BLOCK WALL ERECTION | | |
0102 801-04308 2.000 EACH | 3100.00000 6200.00| 4500.00000 9000.00| 3000.00000 6000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0103 801-06625 34.000 EACH | 175.00000 5950.00| 70.00000 2380.00| 151.00000 5134.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0104 801-06640 65.000 EACH | 90.00000 5850.00| 20.00000 1300.00| 77.00000 5005.00
CONSTRUCTION SIGN, A | | |
0105 801-06645 10.000 EACH | 75.00000 750.00| 25.00000 250.00| 66.00000 660.00
CONSTRUCTION SIGN, B | | |
0106 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 750.00000 750.00
MAINTAINING TRAFFIC , STRUCTURE #1 | | |
0107 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 750.00000 750.00
MAINTAINING TRAFFIC , STRUCTURE #2 | | |
0108 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 750.00000 750.00
MAINTAINING TRAFFIC , STRUCTURE #3 | | |
0109 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 750.00000 750.00
MAINTAINING TRAFFIC , STRUCTURE #4 | | |
0110 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 750.00000 750.00
MAINTAINING TRAFFIC , STRUCTURE #5 | | |
0111 801-07118 480.000 LFT | 6.50000 3120.00| 3.00000 1440.00| 5.75000 2760.00
BARRICADE, III-A | | |
0112 801-07119 240.000 LFT | 7.00000 1680.00| 3.00000 720.00| 6.25000 1500.00
BARRICADE, III-B | | |
0113 802-05701 75.500 LFT | 14.00000 1057.00| 14.25000 1075.88| 13.00000 981.50
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0114 802-05702 46.000 LFT | 9.00000 414.00| 8.75000 402.50| 8.00000 368.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0115 802-09838 10.000 SFT | 33.00000 330.00| 35.00000 350.00| 32.00000 320.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0116 802-09840 47.000 SFT | 22.00000 1034.00| 22.00000 1034.00| 20.00000 940.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0117 802-09842 21.340 SFT | 20.00000 426.80| 20.00000 426.80| 18.00000 384.12
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0118 802-99045 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 120.00000 240.00
SIGN REMOUNTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -22
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1357381 |( 8 ) 35-1801998 |( 9 ) 35-1151771
|DAVE OMARA CONTRACTOR INC |CLR INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 804-06725 40.000 EACH | 25.00000 1000.00| 25.00000 1000.00| 23.00000 920.00
DELINEATOR WITH POST, D1 | | |
0120 805-96014 53.000 LFT | 4.40000 233.20| 50.00000 2650.00| 11.00000 583.00
SAW CUT, FULL DEPTH | | |
0121 808-06703 10400.000 LFT | 0.50000 5200.00| 0.49000 5096.00| 0.44000 4576.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 225.000 LFT | 0.50000 112.50| 0.49000 110.25| 0.44000 99.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 9500.000 LFT | 0.50000 4750.00| 0.49000 4655.00| 0.44000 4180.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75996 68.000 EACH | 30.00000 2040.00| 25.00000 1700.00| 26.67000 1813.56
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0125 808-75998 133.000 EACH | 32.00000 4256.00| 22.00000 2926.00| 27.43000 3648.19
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,983,536.21| $ 2,029,819.59| $ 2,080,300.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,983,536.21| $ 2,029,819.59| $ 2,080,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -23
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY 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 | 6500.00000 6500.00| 5100.00000 5100.00|
CONSTRUCTION ENGINEERING , STRUCTURE #1 | | |
0002 105-06845 LUMP | 6500.00000 6500.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING , STRUCTURE #2 | | |
0003 105-06845 LUMP | 6500.00000 6500.00| 4900.00000 4900.00|
CONSTRUCTION ENGINEERING , STRUCTURE #3 | | |
0004 105-06845 LUMP | 6500.00000 6500.00| 4600.00000 4600.00|
CONSTRUCTION ENGINEERING , STRUCTURE #4 | | |
0005 105-06845 LUMP | 6500.00000 6500.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING , STRUCTURE #5 | | |
0006 105-08520 3.000 EACH | 350.00000 1050.00| 110.00000 330.00|
CELLULAR TELEPHONE/RADIO | | |
0007 105-08521 18.000 MOS | 75.00000 1350.00| 140.00000 2520.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0008 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0015 110-01001 LUMP | 20891.02000 20891.02| 21000.00000 21000.00|
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #1 | | |
0016 110-01001 LUMP | 20891.02000 20891.02| 23000.00000 23000.00|
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #2 | | |
0017 110-01001 LUMP | 20891.02000 20891.02| 24000.00000 24000.00|
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #3 | | |
0018 110-01001 LUMP | 20891.02000 20891.02| 24000.00000 24000.00|
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -24
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 110-01001 LUMP | 20891.02000 20891.02| 24000.00000 24000.00|
MOBILIZATION AND DEMOBILIZATION , | | |
STRUCTURE #5 | | |
0020 201-52370 LUMP | 6267.30000 6267.30| 14000.00000 14000.00|
CLEARING RIGHT OF WAY , STRUCTURE #1 | | |
0021 201-52370 LUMP | 6267.30000 6267.30| 14000.00000 14000.00|
CLEARING RIGHT OF WAY , STRUCTURE #2 | | |
0022 201-52370 LUMP | 6267.30000 6267.30| 14000.00000 14000.00|
CLEARING RIGHT OF WAY , STRUCTURE #3 | | |
0023 201-52370 LUMP | 6267.30000 6267.30| 14000.00000 14000.00|
CLEARING RIGHT OF WAY , STRUCTURE #4 | | |
0024 201-52370 LUMP | 6267.30000 6267.30| 14000.00000 14000.00|
CLEARING RIGHT OF WAY , STRUCTURE #5 | | |
0025 202-51330 LUMP | 25000.00000 25000.00| 22000.00000 22000.00|
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0026 202-51330 LUMP | 35000.00000 35000.00| 31000.00000 31000.00|
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0027 202-51330 LUMP | 35000.00000 35000.00| 67600.00000 67600.00|
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0028 202-51330 LUMP | 25000.00000 25000.00| 71600.00000 71600.00|
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0029 202-51330 LUMP | 25000.00000 25000.00| 35750.00000 35750.00|
PRESENT STRUCTURE, REMOVE , STRUCTURE # | | |
0030 202-74035 17.000 EACH | 35.00000 595.00| 36.50000 620.50|
SIGN, REMOVE | | |
0031 203-02000 14083.300 CYS | 10.00000 140833.00| 18.00000 253499.40|
EXCAVATION, COMMON | | |
0032 203-02070 4754.000 CYS | 20.00000 95080.00| 19.50000 92703.00|
BORROW | | |
0033 205-06931 2610.000 TON | 40.00000 104400.00| 38.00000 99180.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06932 312.000 LFT | 3.00000 936.00| 11.50000 3588.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0035 205-06933 3.000 EACH | 88.00000 264.00| 164.00000 492.00|
TEMPORARY DITCH INLET PROTECTION | | |
0036 205-06937 2285.000 LFT | 1.09000 2490.65| 1.35000 3084.75|
TEMPORARY SILT FENCE | | |
0037 205-09543 500.000 TON | 30.00000 15000.00| 34.00000 17000.00|
NO 2 STONE | | |
0038 207-08265 8326.000 SYS | 8.00000 66608.00| 12.00000 99912.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0039 207-08267 867.000 SYS | 15.00000 13005.00| 23.00000 19941.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -25
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 211-09264 1885.400 CYS | 30.00000 56562.00| 43.00000 81072.20|
STRUCTURAL BACKFILL, TYPE 1 | | |
0041 301-07448 3335.140 TON | 20.00000 66702.80| 19.00000 63367.66|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0042 306-08036 3980.000 SYS | 7.00000 27860.00| 6.50000 25870.00|
MILLING, ASPHALT, 2 IN | | |
0043 306-08043 1470.000 SYS | 7.00000 10290.00| 6.50000 9555.00|
MILLING, TRANSITION | | |
0044 402-07433 1088.400 TON | 54.00000 58773.60| 57.00000 62038.80|
HMA SURFACE, TYPE B | | |
0045 402-07438 2787.100 TON | 47.00000 130993.70| 49.50000 137961.45|
HMA INTERMEDIATE, TYPE B | | |
0046 402-07441 3220.700 TON | 45.00000 144931.50| 47.50000 152983.25|
HMA BASE, TYPE B | | |
0047 406-05520 8.200 TON | 540.00000 4428.00| 575.00000 4715.00|
ASPHALT FOR TACK COAT | | |
0048 502-06627 43.000 SYS | 80.00000 3440.00| 51.00000 2193.00|
PCCP, 6 IN | | |
0049 601-01740 1.000 EACH | 1920.00000 1920.00| 2000.00000 2000.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0050 601-01839 4.000 EACH | 1740.00000 6960.00| 1825.00000 7300.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0051 601-01846 5.000 EACH | 1590.00000 7950.00| 1675.00000 8375.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0052 601-02241 37.000 LFT | 20.00000 740.00| 21.00000 777.00|
GUARDRAIL, REMOVE | | |
0053 601-06854 2.000 EACH | 2625.00000 5250.00| 2750.00000 5500.00|
GUARDRAIL, W-BEAM, NESTED | | |
0054 601-94689 10.000 EACH | 2335.00000 23350.00| 2500.00000 25000.00|
GUARDRAIL END TREATMENT, OS | | |
0055 601-99105 3087.500 LFT | 16.00000 49400.00| 17.00000 52487.50|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0056 605-06150 100.000 LFT | 40.00000 4000.00| 39.00000 3900.00|
CURB AND GUTTER, C, CONCRETE | | |
0057 610-07487 278.700 TON | 83.00000 23132.10| 89.00000 24804.30|
HMA FOR APPROACHES, TYPE B | | |
0058 611-06497 10.000 EACH | 175.00000 1750.00| 188.00000 1880.00|
MAILBOX ASSEMBLY, SINGLE | | |
0059 611-06498 1.000 EACH | 300.00000 300.00| 320.00000 320.00|
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -26
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 611-08232 1.000 EACH | 275.00000 275.00| 295.00000 295.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0061 615-06490 86.000 EACH | 125.00000 10750.00| 134.00000 11524.00|
RIGHT OF WAY MARKER | | |
0062 615-06505 10.000 EACH | 700.00000 7000.00| 750.00000 7500.00|
MONUMENT, B | | |
0063 616-02320 10859.300 SYS | 3.00000 32577.90| 2.85000 30949.01|
GEOTEXTILES | | |
0064 616-02842 3138.400 TON | 30.00000 94152.00| 38.00000 119259.20|
RIPRAP, DITCH | | |
0065 616-05688 71.200 TON | 40.00000 2848.00| 46.00000 3275.20|
RIPRAP, CLASS 1 | | |
0066 616-05689 75.000 TON | 40.00000 3000.00| 46.00000 3450.00|
RIPRAP, CLASS 2 | | |
0067 616-06405 46.100 TON | 30.00000 1383.00| 40.00000 1844.00|
RIPRAP, REVETMENT | | |
0068 621-01004 5.000 EACH | 360.00000 1800.00| 625.00000 3125.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-01597 52.300 SYS | 3.00000 156.90| 4.50000 235.35|
EROSION CONTROL, MAT | | |
0070 621-01956 332.000 LBS | 4.01000 1331.32| 2.70000 896.40|
SEED MIXTURE, LEGUME, 1 | | |
0071 621-02468 604.000 LBS | 5.60000 3382.40| 2.50000 1510.00|
SEED MIXTURE, GRASS, 1 | | |
0072 621-06545 1.700 TON | 612.00000 1040.40| 410.00000 697.00|
FERTILIZER | | |
0073 621-06557 2.000 LBS | 4.00000 8.00| 43.00000 86.00|
SEED MIXTURE, T | | |
0074 621-06559 15224.000 SYS | 0.27000 4110.48| 0.38000 5785.12|
MULCHED SEEDING, R | | |
0075 621-06565 0.020 TON | 900.00000 18.00| 610.00000 12.20|
MULCHING MATERIAL | | |
0076 621-06567 22.000 kGAL | 150.00000 3300.00| 5.25000 115.50|
WATER | | |
0077 621-06574 1156.700 SYS | 2.88000 3331.30| 3.00000 3470.10|
SODDING | | |
0078 621-06575 4342.400 SYS | 2.88000 12506.11| 3.00000 13027.20|
SODDING, NURSERY | | |
0079 622-52436 12.000 EACH | 35.00000 420.00| 39.00000 468.00|
SIGN, DO NOT MOW OR SPRAY | | |
0080 622-91786 360.000 EACH | 2.21000 795.60| 10.00000 3600.00|
SEEDLING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -27
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 628-09402 18.000 MOS | 3000.00000 54000.00| 2300.00000 41400.00|
FIELD OFFICE, B | | |
0082 714-01366 210.000 LFT | 900.00000 189000.00| 595.00000 124950.00|
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0083 714-07773 48.000 LFT | 900.00000 43200.00| 680.00000 32640.00|
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 3FT | | |
0084 714-26703 88.000 LFT | 600.00000 52800.00| 380.00000 33440.00|
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0085 714-99348 72.000 LFT | 550.00000 39600.00| 360.00000 25920.00|
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 3FT | | |
0086 715-05048 500.000 LFT | 20.00000 10000.00| 12.00000 6000.00|
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0087 715-05049 500.000 LFT | 22.00000 11000.00| 15.00000 7500.00|
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0088 715-05051 500.000 LFT | 24.00000 12000.00| 16.50000 8250.00|
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0089 715-05123 51.000 LFT | 45.00000 2295.00| 70.00000 3570.00|
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0090 715-05151 462.000 LFT | 35.00000 16170.00| 36.00000 16632.00|
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0091 715-05169 219.000 LFT | 35.00000 7665.00| 36.00000 7884.00|
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0092 715-05171 46.000 LFT | 40.00000 1840.00| 39.00000 1794.00|
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0093 715-05237 40.000 LFT | 75.00000 3000.00| 110.00000 4400.00|
PIPE, TYPE 1, DEFORMED, MIN AREA 6.4 SF | | |
0094 715-46005 16.000 EACH | 350.00000 5600.00| 600.00000 9600.00|
PIPE END SECTION, 15 IN | | |
0095 715-46010 2.000 EACH | 400.00000 800.00| 640.00000 1280.00|
PIPE END SECTION, 18 IN | | |
0096 715-46020 2.000 EACH | 500.00000 1000.00| 700.00000 1400.00|
PIPE END SECTION, 24 IN | | |
0097 715-46095 2.000 EACH | 750.00000 1500.00| 1950.00000 3900.00|
PIPE END SECTION, MIN AREA 6.4 SF | | |
0098 720-45030 2.000 EACH | 1500.00000 3000.00| 1250.00000 2500.00|
INLET, E7 | | |
0099 720-45035 1.000 EACH | 1500.00000 1500.00| 1250.00000 1250.00|
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -28
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 732-08419 69.000 SYS | 100.00000 6900.00| 215.00000 14835.00|
MODULAR BLOCK WALL | | |
0101 732-08421 69.000 SYS | 100.00000 6900.00| 400.00000 27600.00|
MODULAR BLOCK WALL ERECTION | | |
0102 801-04308 2.000 EACH | 3000.00000 6000.00| 410.00000 820.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0103 801-06625 34.000 EACH | 151.00000 5134.00| 152.00000 5168.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0104 801-06640 65.000 EACH | 77.00000 5005.00| 142.00000 9230.00|
CONSTRUCTION SIGN, A | | |
0105 801-06645 10.000 EACH | 66.00000 660.00| 68.00000 680.00|
CONSTRUCTION SIGN, B | | |
0106 801-06775 LUMP | 2000.00000 2000.00| 3700.00000 3700.00|
MAINTAINING TRAFFIC , STRUCTURE #1 | | |
0107 801-06775 LUMP | 2000.00000 2000.00| 3700.00000 3700.00|
MAINTAINING TRAFFIC , STRUCTURE #2 | | |
0108 801-06775 LUMP | 2000.00000 2000.00| 3700.00000 3700.00|
MAINTAINING TRAFFIC , STRUCTURE #3 | | |
0109 801-06775 LUMP | 2000.00000 2000.00| 3700.00000 3700.00|
MAINTAINING TRAFFIC , STRUCTURE #4 | | |
0110 801-06775 LUMP | 4000.00000 4000.00| 3700.00000 3700.00|
MAINTAINING TRAFFIC , STRUCTURE #5 | | |
0111 801-07118 480.000 LFT | 5.75000 2760.00| 12.00000 5760.00|
BARRICADE, III-A | | |
0112 801-07119 240.000 LFT | 6.25000 1500.00| 13.50000 3240.00|
BARRICADE, III-B | | |
0113 802-05701 75.500 LFT | 13.00000 981.50| 14.00000 1057.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0114 802-05702 46.000 LFT | 8.00000 368.00| 8.50000 391.00|
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0115 802-09838 10.000 SFT | 32.00000 320.00| 34.00000 340.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0116 802-09840 47.000 SFT | 20.00000 940.00| 21.00000 987.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0117 802-09842 21.340 SFT | 18.00000 384.12| 19.00000 405.46|
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0118 802-99045 2.000 EACH | 120.00000 240.00| 126.00000 252.00|
SIGN REMOUNTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 200 -29
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -27006-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-0999231 |( )
|AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 804-06725 40.000 EACH | 23.00000 920.00| 24.00000 960.00|
DELINEATOR WITH POST, D1 | | |
0120 805-96014 53.000 LFT | 10.00000 530.00| 5.00000 265.00|
SAW CUT, FULL DEPTH | | |
0121 808-06703 10400.000 LFT | 0.44000 4576.00| 0.40000 4160.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 225.000 LFT | 0.44000 99.00| 0.70000 157.50|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 9500.000 LFT | 0.44000 4180.00| 0.40000 3800.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75996 68.000 EACH | 20.00000 1360.00| 102.00000 6936.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0125 808-75998 133.000 EACH | 26.65000 3544.45| 28.00000 3724.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,089,102.43| $ 2,358,230.05| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,089,102.43| $ 2,358,230.05| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/30/11
LOCATION : ON SR 3, 2.31 MILES NORTH OF SR 28 PROJECT(S) : 2015005
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 34-1556319 JUTTE EXCAVATING INC $ 369,432.90 100.0000%
2 35-1139301 E & B PAVING INC $ 382,779.69 103.6128%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 395,535.00 107.0655%
4 35-1128289 BEATY CONSTRUCTION INC $ 423,708.48 114.6916%
5 35-1817530 PIONEER ASSOCIATES INC $ 428,533.55 115.9977%
6 26-4305155 R A MYERS CONSTRUCTION CO $ 431,275.75 116.7399%
7 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 444,881.00 120.4227%
8 38-3806996 HIS CONSTRUCTORS INC $ 455,847.00 123.3910%
9 35-1609544 SCHUTT-LOOKABILL CO $ 486,985.33 131.8197%
10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 508,547.02 137.6561%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -2
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 34-1556319 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|JUTTE EXCAVATING INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY 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 | 2000.00000 2000.00| 1900.00000 1900.00| 4146.95000 4146.95
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 | 14900.00000 14900.00| 18800.00000 18800.00| 19500.00000 19500.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-01025 0.550 ACRE | 2400.00000 1320.00| 3721.82000 2047.00| 9000.00000 4950.00
SCALPING | | |
0009 201-52370 LUMP | 3000.00000 3000.00| 3700.00000 3700.00| 3900.00000 3900.00
CLEARING RIGHT OF WAY | | |
0010 202-02271 2.000 EACH | 300.00000 600.00| 597.65000 1195.30| 150.00000 300.00
HEADWALL, REMOVE | | |
0011 202-51330 LUMP | 7500.00000 7500.00| 13826.40000 13826.40| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 57.000 LFT | 5.00000 285.00| 18.01000 1026.57| 10.00000 570.00
PIPE, REMOVE | | |
0013 203-02000 598.000 CYS | 7.00000 4186.00| 30.35000 18149.30| 20.00000 11960.00
EXCAVATION, COMMON | | |
0014 203-02070 428.000 CYS | 7.00000 2996.00| 22.00000 9416.00| 20.00000 8560.00
BORROW | | |
0015 203-51223 43.000 CYS | 10.00000 430.00| 27.41000 1178.63| 24.00000 1032.00
EXCAVATION, WATERWAY | | |
0016 205-06931 7.000 TON | 35.00000 245.00| 75.00000 525.00| 50.00000 350.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06936 117.000 TON | 20.00000 2340.00| 75.00000 8775.00| 50.00000 5850.00
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1155.000 LFT | 1.50000 1732.50| 2.07000 2390.85| 1.30000 1501.50
TEMPORARY SILT FENCE | | |
0019 207-08263 1090.000 SYS | 11.00000 11990.00| 10.29000 11216.10| 14.00000 15260.00
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -3
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 34-1556319 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|JUTTE EXCAVATING INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-07454 85.000 CYS | 35.00000 2975.00| 35.43000 3011.55| 44.00000 3740.00
STRUCTURAL BACKFILL | | |
0021 213-09269 386.000 CYS | 60.00000 23160.00| 68.67000 26506.62| 110.00000 42460.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0022 301-07448 195.000 TON | 20.00000 3900.00| 43.00000 8385.00| 28.00000 5460.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08034 2300.000 SYS | 0.10000 230.00| 0.10000 230.00| 0.01000 23.00
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08432 185.000 SYS | 0.10000 18.50| 0.10000 18.50| 0.01000 1.85
MILLING, APPROACH | | |
0025 402-07434 245.000 TON | 78.00000 19110.00| 78.00000 19110.00| 75.00000 18375.00
HMA SURFACE, TYPE C | | |
0026 402-07439 150.000 TON | 63.00000 9450.00| 63.00000 9450.00| 49.00000 7350.00
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 480.000 TON | 51.00000 24480.00| 51.00000 24480.00| 40.00000 19200.00
HMA BASE, TYPE C | | |
0028 406-05520 1.000 TON | 400.00000 400.00| 400.00000 400.00| 50.00000 50.00
ASPHALT FOR TACK COAT | | |
0029 601-01846 2.000 EACH | 1700.00000 3400.00| 1615.00000 3230.00| 1700.00000 3400.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-02241 500.000 LFT | 3.00000 1500.00| 4.25000 2125.00| 6.00000 3000.00
GUARDRAIL, REMOVE | | |
0031 601-08433 1.000 EACH | 1000.00000 1000.00| 630.00000 630.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00| 2400.00000 4800.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 425.000 LFT | 19.00000 8075.00| 17.00000 7225.00| 19.00000 8075.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 610-07488 49.000 TON | 80.00000 3920.00| 80.00000 3920.00| 70.00000 3430.00
HMA FOR APPROACHES, TYPE C | | |
0036 615-06490 16.000 EACH | 180.00000 2880.00| 128.00000 2048.00| 180.00000 2880.00
RIGHT OF WAY MARKER | | |
0037 616-02320 214.000 SYS | 1.00000 214.00| 7.75000 1658.50| 1.00000 214.00
GEOTEXTILES | | |
0040 616-06451 123.000 TON | 21.00000 2583.00| 35.38000 4351.74| 32.00000 3936.00
RIPRAP, UNIFORM | | |
0041 621-01004 3.000 EACH | 950.00000 2850.00| 500.00000 1500.00| 550.00000 1650.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -4
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 34-1556319 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|JUTTE EXCAVATING INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-02363 3780.000 SYS | 0.29000 1096.20| 0.32000 1209.60| 0.30000 1134.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0043 621-06559 3780.000 SYS | 0.47000 1776.60| 0.89000 3364.20| 0.49000 1852.20
MULCHED SEEDING, R | | |
0044 621-06570 202.000 CYS | 20.00000 4040.00| 30.83000 6227.66| 40.00000 8080.00
TOPSOIL | | |
0045 621-06574 181.000 SYS | 11.60000 2099.60| 10.46000 1893.26| 9.00000 1629.00
SODDING | | |
0046 628-09401 6.000 MOS | 1700.00000 10200.00| 2013.55000 12081.30| 1700.00000 10200.00
FIELD OFFICE, A | | |
0047 714-08514 316.000 SFT | 30.00000 9480.00| 53.55000 16921.80| 55.00000 17380.00
WINGWALL | | |
0048 715-02628 4.000 EACH | 200.00000 800.00| 612.20000 2448.80| 400.00000 1600.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0049 715-05169 70.000 LFT | 30.00000 2100.00| 41.84000 2928.80| 40.00000 2800.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0050 723-08278 66.000 LFT | 2140.00000 141240.00| 1510.04000 99662.64| 1400.00000 92400.00
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 84 IN. | | |
0051 801-03290 4.000 EACH | 259.00000 1036.00| 95.00000 380.00| 259.00000 1036.00
CONSTRUCTION SIGN, C | | |
0052 801-04308 6.000 EACH | 139.00000 834.00| 159.00000 954.00| 139.00000 834.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06625 37.000 EACH | 90.00000 3330.00| 80.00000 2960.00| 90.00000 3330.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 6.000 EACH | 169.00000 1014.00| 95.00000 570.00| 169.00000 1014.00
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 11200.00000 11200.00| 1100.00000 1100.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0056 801-07119 72.000 LFT | 10.00000 720.00| 12.00000 864.00| 10.00000 720.00
BARRICADE, III-B | | |
0057 802-07060 2.000 EACH | 40.00000 80.00| 80.00000 160.00| 100.00000 200.00
SIGN, SHEET, RELOCATE | | |
0058 804-06725 6.000 EACH | 60.00000 360.00| 25.00000 150.00| 75.00000 450.00
DELINEATOR WITH POST, D1 | | |
0059 805-96014 60.000 LFT | 10.00000 600.00| 14.68000 880.80| 2.50000 150.00
SAW CUT, FULL DEPTH | | |
0060 808-06703 1380.000 LFT | 1.10000 1518.00| 1.50000 2070.00| 1.10000 1518.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 252.000 LFT | 1.75000 441.00| 1.50000 378.00| 1.75000 441.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -5
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 34-1556319 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|JUTTE EXCAVATING INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75245 375.000 LFT | 1.10000 412.50| 1.50000 562.50| 1.10000 412.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 13.000 EACH | 20.00000 260.00| 12.79000 166.27| 8.00000 104.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 13.000 EACH | 40.00000 520.00| 75.00000 975.00| 40.00000 520.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0065 601-06854 2.000 EACH | 2300.00000 4600.00| 2720.00000 5440.00| 2300.00000 4600.00
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 369,432.90| $ 382,779.69| $ 395,535.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 369,432.90| $ 382,779.69| $ 395,535.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -6
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 26-4305155
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |R A MYERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 2000.00000 2000.00| 3800.00000 3800.00
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 | 21175.00000 21175.00| 43000.00000 43000.00| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-01025 0.550 ACRE | 6225.00000 3423.75| 15000.00000 8250.00| 4000.00000 2200.00
SCALPING | | |
0009 201-52370 LUMP | 4235.00000 4235.00| 5800.00000 5800.00| 4000.00000 4000.00
CLEARING RIGHT OF WAY | | |
0010 202-02271 2.000 EACH | 300.00000 600.00| 450.00000 900.00| 500.00000 1000.00
HEADWALL, REMOVE | | |
0011 202-51330 LUMP | 37915.03000 37915.03| 8500.00000 8500.00| 16000.00000 16000.00
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 57.000 LFT | 19.75000 1125.75| 8.00000 456.00| 40.00000 2280.00
PIPE, REMOVE | | |
0013 203-02000 598.000 CYS | 12.00000 7176.00| 20.00000 11960.00| 26.00000 15548.00
EXCAVATION, COMMON | | |
0014 203-02070 428.000 CYS | 14.00000 5992.00| 18.00000 7704.00| 5.00000 2140.00
BORROW | | |
0015 203-51223 43.000 CYS | 12.00000 516.00| 44.00000 1892.00| 40.00000 1720.00
EXCAVATION, WATERWAY | | |
0016 205-06931 7.000 TON | 65.00000 455.00| 140.00000 980.00| 60.00000 420.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06936 117.000 TON | 36.00000 4212.00| 80.00000 9360.00| 28.00000 3276.00
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1155.000 LFT | 1.45000 1674.75| 2.00000 2310.00| 1.50000 1732.50
TEMPORARY SILT FENCE | | |
0019 207-08263 1090.000 SYS | 6.50000 7085.00| 25.00000 27250.00| 13.00000 14170.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-07454 85.000 CYS | 38.00000 3230.00| 45.00000 3825.00| 60.00000 5100.00
STRUCTURAL BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -7
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 26-4305155
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |R A MYERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 213-09269 386.000 CYS | 83.25000 32134.50| 90.00000 34740.00| 60.00000 23160.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0022 301-07448 195.000 TON | 17.25000 3363.75| 18.00000 3510.00| 28.00000 5460.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08034 2300.000 SYS | 2.00000 4600.00| 3.00000 6900.00| 5.50000 12650.00
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08432 185.000 SYS | 8.00000 1480.00| 6.00000 1110.00| 5.50000 1017.50
MILLING, APPROACH | | |
0025 402-07434 245.000 TON | 79.00000 19355.00| 75.00000 18375.00| 85.00000 20825.00
HMA SURFACE, TYPE C | | |
0026 402-07439 150.000 TON | 52.00000 7800.00| 50.00000 7500.00| 67.00000 10050.00
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 480.000 TON | 42.00000 20160.00| 40.00000 19200.00| 60.00000 28800.00
HMA BASE, TYPE C | | |
0028 406-05520 1.000 TON | 52.00000 52.00| 50.00000 50.00| 500.00000 500.00
ASPHALT FOR TACK COAT | | |
0029 601-01846 2.000 EACH | 1615.00000 3230.00| 1615.00000 3230.00| 1625.00000 3250.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-02241 500.000 LFT | 4.25000 2125.00| 4.25000 2125.00| 4.50000 2250.00
GUARDRAIL, REMOVE | | |
0031 601-08433 1.000 EACH | 630.00000 630.00| 630.00000 630.00| 1200.00000 1200.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1200.00000 1200.00| 1415.00000 1415.00| 1200.00000 1200.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00| 2400.00000 4800.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 425.000 LFT | 17.00000 7225.00| 17.00000 7225.00| 18.00000 7650.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 610-07488 49.000 TON | 74.00000 3626.00| 70.00000 3430.00| 90.00000 4410.00
HMA FOR APPROACHES, TYPE C | | |
0036 615-06490 16.000 EACH | 128.00000 2048.00| 125.00000 2000.00| 140.00000 2240.00
RIGHT OF WAY MARKER | | |
0037 616-02320 214.000 SYS | 3.00000 642.00| 3.00000 642.00| 3.50000 749.00
GEOTEXTILES | | |
0040 616-06451 123.000 TON | 40.00000 4920.00| 29.00000 3567.00| 39.00000 4797.00
RIPRAP, UNIFORM | | |
0041 621-01004 3.000 EACH | 600.00000 1800.00| 500.00000 1500.00| 400.00000 1200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -8
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 26-4305155
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |R A MYERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-02363 3780.000 SYS | 0.33000 1247.40| 0.35000 1323.00| 0.70000 2646.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0043 621-06559 3780.000 SYS | 0.52000 1965.60| 0.70000 2646.00| 1.05000 3969.00
MULCHED SEEDING, R | | |
0044 621-06570 202.000 CYS | 45.00000 9090.00| 35.00000 7070.00| 30.00000 6060.00
TOPSOIL | | |
0045 621-06574 181.000 SYS | 11.00000 1991.00| 10.00000 1810.00| 10.00000 1810.00
SODDING | | |
0046 628-09401 6.000 MOS | 2250.00000 13500.00| 2500.00000 15000.00| 2000.00000 12000.00
FIELD OFFICE, A | | |
0047 714-08514 316.000 SFT | 58.00000 18328.00| 83.00000 26228.00| 95.00000 30020.00
WINGWALL | | |
0048 715-02628 4.000 EACH | 625.00000 2500.00| 400.00000 1600.00| 320.00000 1280.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0049 715-05169 70.000 LFT | 32.00000 2240.00| 30.00000 2100.00| 38.00000 2660.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0050 723-08278 66.000 LFT | 1900.00000 125400.00| 1455.00000 96030.00| 1700.00000 112200.00
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 84 IN. | | |
0051 801-03290 4.000 EACH | 300.00000 1200.00| 210.00000 840.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0052 801-04308 6.000 EACH | 250.00000 1500.00| 400.00000 2400.00| 145.00000 870.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06625 37.000 EACH | 100.00000 3700.00| 85.00000 3145.00| 140.00000 5180.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 6.000 EACH | 185.00000 1110.00| 195.00000 1170.00| 375.00000 2250.00
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 5041.15000 5041.15| 1200.00000 1200.00| 7000.00000 7000.00
MAINTAINING TRAFFIC | | |
0056 801-07119 72.000 LFT | 10.75000 774.00| 11.00000 792.00| 11.00000 792.00
BARRICADE, III-B | | |
0057 802-07060 2.000 EACH | 275.00000 550.00| 150.00000 300.00| 275.00000 550.00
SIGN, SHEET, RELOCATE | | |
0058 804-06725 6.000 EACH | 25.00000 150.00| 21.00000 126.00| 25.00000 150.00
DELINEATOR WITH POST, D1 | | |
0059 805-96014 60.000 LFT | 3.25000 195.00| 6.00000 360.00| 25.00000 1500.00
SAW CUT, FULL DEPTH | | |
0060 808-06703 1380.000 LFT | 1.20000 1656.00| 0.65000 897.00| 1.25000 1725.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 252.000 LFT | 1.90000 478.80| 0.65000 163.80| 1.25000 315.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -9
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 26-4305155
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |R A MYERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75245 375.000 LFT | 1.20000 450.00| 0.65000 243.75| 1.25000 468.75
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 13.000 EACH | 20.00000 260.00| 16.00000 208.00| 25.00000 325.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 13.000 EACH | 110.00000 1430.00| 100.00000 1300.00| 85.00000 1105.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0065 601-06854 2.000 EACH | 2220.00000 4440.00| 2720.00000 5440.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 423,708.48| $ 428,533.55| $ 431,275.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 423,708.48| $ 428,533.55| $ 431,275.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -10
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 38-3806996 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.25000 10000.25| 2025.00000 2025.00| 4212.00000 4212.00
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 | 22000.00000 22000.00| 22000.00000 22000.00| 24350.00000 24350.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-01025 0.550 ACRE | 1000.00000 550.00| 3800.00000 2090.00| 4219.77000 2320.87
SCALPING | | |
0009 201-52370 LUMP | 4100.00000 4100.00| 4500.00000 4500.00| 301.75000 301.75
CLEARING RIGHT OF WAY | | |
0010 202-02271 2.000 EACH | 1000.00000 2000.00| 1500.00000 3000.00| 106.25000 212.50
HEADWALL, REMOVE | | |
0011 202-51330 LUMP | 25000.00000 25000.00| 13708.75000 13708.75| 69265.73000 69265.73
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 57.000 LFT | 17.50000 997.50| 15.00000 855.00| 12.91000 735.87
PIPE, REMOVE | | |
0013 203-02000 598.000 CYS | 52.00000 31096.00| 25.00000 14950.00| 42.67000 25516.66
EXCAVATION, COMMON | | |
0014 203-02070 428.000 CYS | 1.00000 428.00| 26.00000 11128.00| 7.53000 3222.84
BORROW | | |
0015 203-51223 43.000 CYS | 55.00000 2365.00| 21.00000 903.00| 35.00000 1505.00
EXCAVATION, WATERWAY | | |
0016 205-06931 7.000 TON | 85.00000 595.00| 110.00000 770.00| 39.52000 276.64
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06936 117.000 TON | 18.00000 2106.00| 57.00000 6669.00| 52.78000 6175.26
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1155.000 LFT | 1.50000 1732.50| 1.60000 1848.00| 1.62000 1871.10
TEMPORARY SILT FENCE | | |
0019 207-08263 1090.000 SYS | 16.75000 18257.50| 19.00000 20710.00| 16.04000 17483.60
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-07454 85.000 CYS | 42.00000 3570.00| 10.50000 892.50| 33.88000 2879.80
STRUCTURAL BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -11
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 38-3806996 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 213-09269 386.000 CYS | 90.00000 34740.00| 130.00000 50180.00| 72.86000 28123.96
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0022 301-07448 195.000 TON | 20.00000 3900.00| 32.00000 6240.00| 33.10000 6454.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08034 2300.000 SYS | 0.10000 230.00| 1.70000 3910.00| 0.11000 253.00
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08432 185.000 SYS | 0.10000 18.50| 2.00000 370.00| 0.11000 20.35
MILLING, APPROACH | | |
0025 402-07434 245.000 TON | 78.00000 19110.00| 78.00000 19110.00| 84.24000 20638.80
HMA SURFACE, TYPE C | | |
0026 402-07439 150.000 TON | 63.00000 9450.00| 51.00000 7650.00| 68.04000 10206.00
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 480.000 TON | 51.00000 24480.00| 42.00000 20160.00| 55.08000 26438.40
HMA BASE, TYPE C | | |
0028 406-05520 1.000 TON | 400.00000 400.00| 52.00000 52.00| 432.00000 432.00
ASPHALT FOR TACK COAT | | |
0029 601-01846 2.000 EACH | 1615.00000 3230.00| 1700.00000 3400.00| 1744.20000 3488.40
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-02241 500.000 LFT | 4.25000 2125.00| 4.50000 2250.00| 4.59000 2295.00
GUARDRAIL, REMOVE | | |
0031 601-08433 1.000 EACH | 630.00000 630.00| 670.00000 670.00| 680.40000 680.40
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1200.00000 1200.00| 1290.00000 1290.00| 1296.00000 1296.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 2.000 EACH | 2400.00000 4800.00| 2500.00000 5000.00| 2592.00000 5184.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 425.000 LFT | 17.00000 7225.00| 18.00000 7650.00| 18.36000 7803.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 610-07488 49.000 TON | 80.00000 3920.00| 73.00000 3577.00| 86.40000 4233.60
HMA FOR APPROACHES, TYPE C | | |
0036 615-06490 16.000 EACH | 128.00000 2048.00| 135.00000 2160.00| 138.24000 2211.84
RIGHT OF WAY MARKER | | |
0037 616-02320 214.000 SYS | 3.50000 749.00| 3.50000 749.00| 2.25000 481.50
GEOTEXTILES | | |
0040 616-06451 123.000 TON | 52.00000 6396.00| 34.00000 4182.00| 32.73000 4025.79
RIPRAP, UNIFORM | | |
0041 621-01004 3.000 EACH | 500.00000 1500.00| 530.00000 1590.00| 1026.00000 3078.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -12
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 38-3806996 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-02363 3780.000 SYS | 0.32000 1209.60| 0.33000 1247.40| 0.31000 1171.80
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0043 621-06559 3780.000 SYS | 0.67000 2532.60| 0.70000 2646.00| 0.51000 1927.80
MULCHED SEEDING, R | | |
0044 621-06570 202.000 CYS | 35.00000 7070.00| 41.00000 8282.00| 41.03000 8288.06
TOPSOIL | | |
0045 621-06574 181.000 SYS | 10.00000 1810.00| 10.75000 1945.75| 12.53000 2267.93
SODDING | | |
0046 628-09401 6.000 MOS | 1500.00000 9000.00| 2100.00000 12600.00| 1203.11000 7218.66
FIELD OFFICE, A | | |
0047 714-08514 316.000 SFT | 98.00000 30968.00| 130.00000 41080.00| 70.00000 22120.00
WINGWALL | | |
0048 715-02628 4.000 EACH | 475.00000 1900.00| 675.00000 2700.00| 569.20000 2276.80
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0049 715-05169 70.000 LFT | 40.00000 2800.00| 47.00000 3290.00| 27.43000 1920.10
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0050 723-08278 66.000 LFT | 1550.00000 102300.00| 1735.00000 114510.00| 1920.83000 126774.78
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 84 IN. | | |
0051 801-03290 4.000 EACH | 210.00000 840.00| 278.00000 1112.00| 279.72000 1118.88
CONSTRUCTION SIGN, C | | |
0052 801-04308 6.000 EACH | 400.00000 2400.00| 149.00000 894.00| 150.12000 900.72
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06625 37.000 EACH | 85.00000 3145.00| 97.00000 3589.00| 97.20000 3596.40
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 6.000 EACH | 195.00000 1170.00| 182.00000 1092.00| 182.52000 1095.12
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| 6076.25000 6076.25
MAINTAINING TRAFFIC | | |
0056 801-07119 72.000 LFT | 11.00000 792.00| 10.75000 774.00| 10.80000 777.60
BARRICADE, III-B | | |
0057 802-07060 2.000 EACH | 275.00000 550.00| 296.00000 592.00| 297.00000 594.00
SIGN, SHEET, RELOCATE | | |
0058 804-06725 6.000 EACH | 25.00000 150.00| 26.75000 160.50| 27.00000 162.00
DELINEATOR WITH POST, D1 | | |
0059 805-96014 60.000 LFT | 6.00000 360.00| 4.60000 276.00| 4.86000 291.60
SAW CUT, FULL DEPTH | | |
0060 808-06703 1380.000 LFT | 0.65000 897.00| 1.18000 1628.40| 1.19000 1642.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 252.000 LFT | 0.65000 163.80| 1.85000 466.20| 1.89000 476.28
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -13
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 38-3806996 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75245 375.000 LFT | 0.65000 243.75| 1.18000 442.50| 1.19000 446.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 13.000 EACH | 100.00000 1300.00| 32.00000 416.00| 19.38000 251.94
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 13.000 EACH | 145.00000 1885.00| 43.00000 559.00| 156.60000 2035.80
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0065 601-06854 2.000 EACH | 2720.00000 5440.00| 2900.00000 5800.00| 2937.60000 5875.20
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 444,881.00| $ 455,847.00| $ 486,985.33
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 444,881.00| $ 455,847.00| $ 486,985.33
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -14
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 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 | 4000.00000 4000.00| |
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 | 25427.35000 25427.35| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-01025 0.550 ACRE | 25000.00000 13750.00| |
SCALPING | | |
0009 201-52370 LUMP | 5085.47000 5085.47| |
CLEARING RIGHT OF WAY | | |
0010 202-02271 2.000 EACH | 1000.00000 2000.00| |
HEADWALL, REMOVE | | |
0011 202-51330 LUMP | 20000.00000 20000.00| |
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 57.000 LFT | 10.00000 570.00| |
PIPE, REMOVE | | |
0013 203-02000 598.000 CYS | 25.00000 14950.00| |
EXCAVATION, COMMON | | |
0014 203-02070 428.000 CYS | 25.00000 10700.00| |
BORROW | | |
0015 203-51223 43.000 CYS | 35.00000 1505.00| |
EXCAVATION, WATERWAY | | |
0016 205-06931 7.000 TON | 75.00000 525.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06936 117.000 TON | 40.00000 4680.00| |
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1155.000 LFT | 1.30000 1501.50| |
TEMPORARY SILT FENCE | | |
0019 207-08263 1090.000 SYS | 15.00000 16350.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-07454 85.000 CYS | 30.00000 2550.00| |
STRUCTURAL BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -15
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 213-09269 386.000 CYS | 100.00000 38600.00| |
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0022 301-07448 195.000 TON | 30.00000 5850.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08034 2300.000 SYS | 2.00000 4600.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08432 185.000 SYS | 2.00000 370.00| |
MILLING, APPROACH | | |
0025 402-07434 245.000 TON | 75.00000 18375.00| |
HMA SURFACE, TYPE C | | |
0026 402-07439 150.000 TON | 49.00000 7350.00| |
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 480.000 TON | 40.00000 19200.00| |
HMA BASE, TYPE C | | |
0028 406-05520 1.000 TON | 50.00000 50.00| |
ASPHALT FOR TACK COAT | | |
0029 601-01846 2.000 EACH | 1615.00000 3230.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-02241 500.000 LFT | 4.25000 2125.00| |
GUARDRAIL, REMOVE | | |
0031 601-08433 1.000 EACH | 630.00000 630.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-08434 1.000 EACH | 1200.00000 1200.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 2.000 EACH | 2400.00000 4800.00| |
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 425.000 LFT | 17.00000 7225.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 610-07488 49.000 TON | 70.00000 3430.00| |
HMA FOR APPROACHES, TYPE C | | |
0036 615-06490 16.000 EACH | 128.00000 2048.00| |
RIGHT OF WAY MARKER | | |
0037 616-02320 214.000 SYS | 4.00000 856.00| |
GEOTEXTILES | | |
0040 616-06451 123.000 TON | 40.00000 4920.00| |
RIPRAP, UNIFORM | | |
0041 621-01004 3.000 EACH | 550.00000 1650.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -16
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-02363 3780.000 SYS | 0.30000 1134.00| |
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0043 621-06559 3780.000 SYS | 0.49000 1852.20| |
MULCHED SEEDING, R | | |
0044 621-06570 202.000 CYS | 40.00000 8080.00| |
TOPSOIL | | |
0045 621-06574 181.000 SYS | 9.00000 1629.00| |
SODDING | | |
0046 628-09401 6.000 MOS | 4000.00000 24000.00| |
FIELD OFFICE, A | | |
0047 714-08514 316.000 SFT | 100.00000 31600.00| |
WINGWALL | | |
0048 715-02628 4.000 EACH | 500.00000 2000.00| |
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0049 715-05169 70.000 LFT | 50.00000 3500.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0050 723-08278 66.000 LFT | 2500.00000 165000.00| |
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 84 IN. | | |
0051 801-03290 4.000 EACH | 95.00000 380.00| |
CONSTRUCTION SIGN, C | | |
0052 801-04308 6.000 EACH | 159.00000 954.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06625 37.000 EACH | 80.00000 2960.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 6.000 EACH | 95.00000 570.00| |
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 2500.00000 2500.00| |
MAINTAINING TRAFFIC | | |
0056 801-07119 72.000 LFT | 12.00000 864.00| |
BARRICADE, III-B | | |
0057 802-07060 2.000 EACH | 275.00000 550.00| |
SIGN, SHEET, RELOCATE | | |
0058 804-06725 6.000 EACH | 25.00000 150.00| |
DELINEATOR WITH POST, D1 | | |
0059 805-96014 60.000 LFT | 15.00000 900.00| |
SAW CUT, FULL DEPTH | | |
0060 808-06703 1380.000 LFT | 1.50000 2070.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0061 808-75240 252.000 LFT | 1.50000 378.00| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 210 -17
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -28786-A COUNTIES : DELAWARE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-75245 375.000 LFT | 1.50000 562.50| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75996 13.000 EACH | 30.00000 390.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0064 808-75998 13.000 EACH | 75.00000 975.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0065 601-06854 2.000 EACH | 2720.00000 5440.00| |
GUARDRAIL, W-BEAM, NESTED | | |
SECTION TOTALS | $ 508,547.02| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 508,547.02| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 08/05/11
LOCATION : ON THE NICKEL PLATE TRAIL FROM 7TH STREET TO RIVER ROAD AND PROJECT(S) : 0401032
FROM CR 400S TO BUNKER HILL IN PERU
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 927,104.56 100.0000%
2 35-1386990 JACK ISOM CONSTRUCTION CO $ 958,874.60 103.4268%
3 38-2675420 ANLAAN CORPORATION $ 984,625.30 106.2043%
4 35-1128289 BEATY CONSTRUCTION INC $ 1,063,162.94 114.6756%
5 35-1817530 PIONEER ASSOCIATES INC $ 1,237,933.76 133.5269%
6 35-1339168 LAPORTE CONSTRUCTION CO $ 1,308,609.93 141.1502%
7 35-1523985 WIRTZ & YATES INC $ 1,479,657.20 159.5998%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -2
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|R L MCCOY INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
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 | 3000.00000 3000.00| 15000.00000 15000.00| 5000.00000 5000.00
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 | 46000.00000 46000.00| 40000.00000 40000.00| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 27000.00000 27000.00| 7500.00000 7500.00| 16800.00000 16800.00
CLEARING RIGHT OF WAY | | |
0008 202-07083 LUMP | 50000.00000 50000.00| 25000.00000 25000.00| 100000.00000 100000.00
REMOVAL OF TIMBER TIES AND EDGE RAILS | | |
0009 203-02000 12.000 CYS | 95.00000 1140.00| 85.00000 1020.00| 50.00000 600.00
EXCAVATION, COMMON | | |
0010 203-02020 10.000 CYS | 112.00000 1120.00| 85.00000 850.00| 50.00000 500.00
EXCAVATION, UNCLASSIFIED | | |
0011 203-02070 32.000 CYS | 35.00000 1120.00| 50.00000 1600.00| 60.00000 1920.00
BORROW | | |
0012 205-06937 392.000 LFT | 2.28000 893.76| 3.00000 1176.00| 3.50000 1372.00
TEMPORARY SILT FENCE | | |
0013 205-09543 44.500 TON | 41.00000 1824.50| 30.00000 1335.00| 20.00000 890.00
NO 2 STONE | | |
0014 207-08266 38.000 SYS | 18.00000 684.00| 30.00000 1140.00| 20.00000 760.00
SUBGRADE TREATMENT, TYPE III | | |
0015 302-07455 6.000 CYS | 90.00000 540.00| 50.00000 300.00| 50.00000 300.00
DENSE GRADED SUBBASE | | |
0016 601-95344 1250.000 LFT | 242.00000 302500.00| 287.00000 358750.00| 185.00000 231250.00
HANDRAIL, PEDESTRIAN | | |
0017 603-03692 209.000 LFT | 68.50000 14316.50| 55.00000 11495.00| 50.00000 10450.00
FENCE, WOOD , RAIL, 42 IN. | | |
0018 609-06257 35.600 SYS | 208.00000 7404.80| 75.00000 2670.00| 125.00000 4450.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0019 619-09429 9600.000 SFT | 13.32000 127872.00| 10.42000 100032.00| 14.00000 134400.00
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -3
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|R L MCCOY INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 619-09437 9600.000 SFT | 2.00000 19200.00| 10.42000 100032.00| 2.00000 19200.00
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0021 621-01004 1.000 EACH | 300.00000 300.00| 600.00000 600.00| 300.00000 300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-02770 144.000 SYS | 2.52000 362.88| 5.00000 720.00| 3.00000 432.00
EROSION CONTROL BLANKET | | |
0023 621-03909 1.000 LBS | 3095.00000 3095.00| 1000.00000 1000.00| 4000.00000 4000.00
SEED MIXTURE, NATIVE | | |
0024 621-06545 0.060 TON | 1620.00000 97.20| 2000.00000 120.00| 2000.00000 120.00
FERTILIZER | | |
0025 621-06557 22.000 LBS | 24.90000 547.80| 30.00000 660.00| 50.00000 1100.00
SEED MIXTURE, T | | |
0026 621-06565 0.300 TON | 1190.00000 357.00| 1000.00000 300.00| 2000.00000 600.00
MULCHING MATERIAL | | |
0027 628-09401 10.000 MOS | 1825.00000 18250.00| 2100.00000 21000.00| 1215.00000 12150.00
FIELD OFFICE, A | | |
0028 702-51005 2.700 CYS | 2630.00000 7101.00| 2500.00000 6750.00| 1000.00000 2700.00
CONCRETE, A, SUBSTRUCTURE | | |
0029 702-51863 64.000 EACH | 17.00000 1088.00| 12.00000 768.00| 25.00000 1600.00
FIELD DRILLED HOLE IN CONCRETE | | |
0030 703-06029 34822.000 LBS | 0.76000 26464.72| 0.80000 27857.60| 0.90000 31339.80
REINFORCING BARS, EPOXY COATED | | |
0031 704-51002 267.900 CYS | 766.00000 205211.40| 450.00000 120555.00| 1125.00000 301387.50
CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | |
0032 708-05393 LUMP | 13000.00000 13000.00| 20000.00000 20000.00| 5000.00000 5000.00
PIER REPAIRS , BEARING SEAT REPAIR | | |
0033 710-51870 150.000 SFT | 108.00000 16200.00| 100.00000 15000.00| 50.00000 7500.00
REPOINTING MASONRY IN STRUCTURES | | |
0034 711-51038 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00
STRUCTURAL STEEL | | |
0035 711-93035 LUMP | 10000.00000 10000.00| 28000.00000 28000.00| 10000.00000 10000.00
JACKING AND SUPPORTING STRUCTURAL STEEL | | |
0036 711-96800 960.000 EACH | 3.00000 2880.00| 6.50000 6240.00| 10.00000 9600.00
STUD SHEAR CONNECTORS | | |
0037 801-03290 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 250.00000 500.00
CONSTRUCTION SIGN, C | | |
0038 801-06775 LUMP | 500.00000 500.00| 20000.00000 20000.00| 500.00000 500.00
MAINTAINING TRAFFIC | | |
0039 802-03896 2.000 EACH | 1765.00000 3530.00| 1900.00000 3800.00| 2200.00000 4400.00
BOLLARD , DROPDOWN | | |
0040 802-04250 2.000 EACH | 3500.00000 7000.00| 5000.00000 10000.00| 4000.00000 8000.00
SIGN, TRAIL INFORMATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -4
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|R L MCCOY INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 802-91122 2.000 EACH | 250.00000 500.00| 1000.00000 2000.00| 250.00000 500.00
SIGN, GROUND MOUNTED, RESET | | |
SECTION TOTALS | $ 927,104.56| $ 958,874.60| $ 984,625.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 927,104.56| $ 958,874.60| $ 984,625.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -5
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 35-1339168
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |LAPORTE CONSTRUCTION CO
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 | 4250.00000 4250.00| 5000.00000 5000.00| 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 | 53150.00000 53150.00| 61896.68000 61896.68| 63000.00000 63000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 31750.00000 31750.00| 20000.00000 20000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0008 202-07083 LUMP | 35000.00000 35000.00| 35000.00000 35000.00| 74929.73000 74929.73
REMOVAL OF TIMBER TIES AND EDGE RAILS | | |
0009 203-02000 12.000 CYS | 35.00000 420.00| 21.00000 252.00| 22.74000 272.88
EXCAVATION, COMMON | | |
0010 203-02020 10.000 CYS | 25.00000 250.00| 55.50000 555.00| 22.72000 227.20
EXCAVATION, UNCLASSIFIED | | |
0011 203-02070 32.000 CYS | 35.00000 1120.00| 25.00000 800.00| 33.32000 1066.24
BORROW | | |
0012 205-06937 392.000 LFT | 2.50000 980.00| 4.40000 1724.80| 4.92000 1928.64
TEMPORARY SILT FENCE | | |
0013 205-09543 44.500 TON | 28.00000 1246.00| 26.00000 1157.00| 64.24000 2858.68
NO 2 STONE | | |
0014 207-08266 38.000 SYS | 23.50000 893.00| 24.00000 912.00| 7.91000 300.58
SUBGRADE TREATMENT, TYPE III | | |
0015 302-07455 6.000 CYS | 80.00000 480.00| 30.00000 180.00| 48.08000 288.48
DENSE GRADED SUBBASE | | |
0016 601-95344 1250.000 LFT | 260.00000 325000.00| 250.00000 312500.00| 250.00000 312500.00
HANDRAIL, PEDESTRIAN | | |
0017 603-03692 209.000 LFT | 68.50000 14316.50| 50.00000 10450.00| 39.32000 8217.88
FENCE, WOOD , RAIL, 42 IN. | | |
0018 609-06257 35.600 SYS | 150.00000 5340.00| 160.00000 5696.00| 303.61000 10808.52
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0019 619-09429 9600.000 SFT | 19.00000 182400.00| 17.50000 168000.00| 10.35000 99360.00
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -6
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 35-1339168
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 619-09437 9600.000 SFT | 2.10000 20160.00| 2.00000 19200.00| 5.00000 48000.00
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0021 621-01004 1.000 EACH | 325.00000 325.00| 300.00000 300.00| 300.00000 300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-02770 144.000 SYS | 2.70000 388.80| 2.52000 362.88| 2.52000 362.88
EROSION CONTROL BLANKET | | |
0023 621-03909 1.000 LBS | 3325.00000 3325.00| 3095.00000 3095.00| 3095.00000 3095.00
SEED MIXTURE, NATIVE | | |
0024 621-06545 0.060 TON | 1700.00000 102.00| 1620.00000 97.20| 1620.00000 97.20
FERTILIZER | | |
0025 621-06557 22.000 LBS | 26.50000 583.00| 24.90000 547.80| 24.90000 547.80
SEED MIXTURE, T | | |
0026 621-06565 0.300 TON | 1250.00000 375.00| 1190.00000 357.00| 1190.00000 357.00
MULCHING MATERIAL | | |
0027 628-09401 10.000 MOS | 2200.00000 22000.00| 2500.00000 25000.00| 2400.96000 24009.60
FIELD OFFICE, A | | |
0028 702-51005 2.700 CYS | 900.00000 2430.00| 2080.00000 5616.00| 758.24000 2047.25
CONCRETE, A, SUBSTRUCTURE | | |
0029 702-51863 64.000 EACH | 16.25000 1040.00| 9.75000 624.00| 9.64000 616.96
FIELD DRILLED HOLE IN CONCRETE | | |
0030 703-06029 34822.000 LBS | 0.80000 27857.60| 1.20000 41786.40| 0.89000 30991.58
REINFORCING BARS, EPOXY COATED | | |
0031 704-51002 267.900 CYS | 900.00000 241110.00| 1300.00000 348270.00| 1727.08000 462684.73
CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | |
0032 708-05393 LUMP | 2375.00000 2375.00| 34000.00000 34000.00| 15000.00000 15000.00
PIER REPAIRS , BEARING SEAT REPAIR | | |
0033 710-51870 150.000 SFT | 61.25000 9187.50| 85.00000 12750.00| 75.00000 11250.00
REPOINTING MASONRY IN STRUCTURES | | |
0034 711-51038 LUMP | 5025.00000 5025.00| 54000.00000 54000.00| 4999.97000 4999.97
STRUCTURAL STEEL | | |
0035 711-93035 LUMP | 15816.62000 15816.62| 50000.00000 50000.00| 47587.13000 47587.13
JACKING AND SUPPORTING STRUCTURAL STEEL | | |
0036 711-96800 960.000 EACH | 6.25000 6000.00| 5.00000 4800.00| 5.00000 4800.00
STUD SHEAR CONNECTORS | | |
0037 801-03290 2.000 EACH | 500.00000 1000.00| 250.00000 500.00| 400.00000 800.00
CONSTRUCTION SIGN, C | | |
0038 801-06775 LUMP | 43693.68000 43693.68| 2500.00000 2500.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0039 802-03896 2.000 EACH | 1765.00000 3530.00| 1250.00000 2500.00| 1400.00000 2800.00
BOLLARD , DROPDOWN | | |
0040 802-04250 2.000 EACH | 81.56000 163.12| 3500.00000 7000.00| 3500.00000 7000.00
SIGN, TRAIL INFORMATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -7
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 35-1817530 |( 6 ) 35-1339168
|BEATY CONSTRUCTION INC |PIONEER ASSOCIATES INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 802-91122 2.000 EACH | 38.06000 76.12| 250.00000 500.00| 250.00000 500.00
SIGN, GROUND MOUNTED, RESET | | |
SECTION TOTALS | $ 1,063,162.94| $ 1,237,933.76| $ 1,308,609.93
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,063,162.94| $ 1,237,933.76| $ 1,308,609.93
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -8
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1523985 |( ) |( )
|WIRTZ & YATES INC | |
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 | 18000.00000 18000.00| |
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 | 95000.00000 95000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 35000.00000 35000.00| |
CLEARING RIGHT OF WAY | | |
0008 202-07083 LUMP | 75000.00000 75000.00| |
REMOVAL OF TIMBER TIES AND EDGE RAILS | | |
0009 203-02000 12.000 CYS | 10.50000 126.00| |
EXCAVATION, COMMON | | |
0010 203-02020 10.000 CYS | 15.00000 150.00| |
EXCAVATION, UNCLASSIFIED | | |
0011 203-02070 32.000 CYS | 18.50000 592.00| |
BORROW | | |
0012 205-06937 392.000 LFT | 6.50000 2548.00| |
TEMPORARY SILT FENCE | | |
0013 205-09543 44.500 TON | 20.00000 890.00| |
NO 2 STONE | | |
0014 207-08266 38.000 SYS | 32.00000 1216.00| |
SUBGRADE TREATMENT, TYPE III | | |
0015 302-07455 6.000 CYS | 38.00000 228.00| |
DENSE GRADED SUBBASE | | |
0016 601-95344 1250.000 LFT | 475.00000 593750.00| |
HANDRAIL, PEDESTRIAN | | |
0017 603-03692 209.000 LFT | 85.00000 17765.00| |
FENCE, WOOD , RAIL, 42 IN. | | |
0018 609-06257 35.600 SYS | 50.00000 1780.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0019 619-09429 9600.000 SFT | 20.13000 193248.00| |
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -9
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1523985 |( ) |( )
|WIRTZ & YATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 619-09437 9600.000 SFT | 2.30000 22080.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0021 621-01004 1.000 EACH | 400.00000 400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-02770 144.000 SYS | 3.75000 540.00| |
EROSION CONTROL BLANKET | | |
0023 621-03909 1.000 LBS | 3500.00000 3500.00| |
SEED MIXTURE, NATIVE | | |
0024 621-06545 0.060 TON | 1800.00000 108.00| |
FERTILIZER | | |
0025 621-06557 22.000 LBS | 27.00000 594.00| |
SEED MIXTURE, T | | |
0026 621-06565 0.300 TON | 1350.00000 405.00| |
MULCHING MATERIAL | | |
0027 628-09401 10.000 MOS | 2300.00000 23000.00| |
FIELD OFFICE, A | | |
0028 702-51005 2.700 CYS | 800.00000 2160.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0029 702-51863 64.000 EACH | 16.00000 1024.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0030 703-06029 34822.000 LBS | 1.10000 38304.20| |
REINFORCING BARS, EPOXY COATED | | |
0031 704-51002 267.900 CYS | 750.00000 200925.00| |
CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | |
0032 708-05393 LUMP | 40000.00000 40000.00| |
PIER REPAIRS , BEARING SEAT REPAIR | | |
0033 710-51870 150.000 SFT | 17.00000 2550.00| |
REPOINTING MASONRY IN STRUCTURES | | |
0034 711-51038 LUMP | 40000.00000 40000.00| |
STRUCTURAL STEEL | | |
0035 711-93035 LUMP | 40000.00000 40000.00| |
JACKING AND SUPPORTING STRUCTURAL STEEL | | |
0036 711-96800 960.000 EACH | 10.00000 9600.00| |
STUD SHEAR CONNECTORS | | |
0037 801-03290 2.000 EACH | 185.00000 370.00| |
CONSTRUCTION SIGN, C | | |
0038 801-06775 LUMP | 5000.00000 5000.00| |
MAINTAINING TRAFFIC | | |
0039 802-03896 2.000 EACH | 2500.00000 5000.00| |
BOLLARD , DROPDOWN | | |
0040 802-04250 2.000 EACH | 4100.00000 8200.00| |
SIGN, TRAIL INFORMATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 230 -10
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29633-A COUNTIES : MIAMI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1523985 |( ) |( )
|WIRTZ & YATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 802-91122 2.000 EACH | 300.00000 600.00| |
SIGN, GROUND MOUNTED, RESET | | |
SECTION TOTALS | $ 1,479,657.20| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,479,657.20| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -31328-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : SIDEWALK CONSTRUCTION COMPLETION DATE : 07/16/11
LOCATION : ALONG NORTH 26TH STREET FROM CASON STREET TO UNION PROJECT(S) : 0800010
STREET IN CITY OF WEST LAFAYETTE
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 62,488.50 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 74,999.00 120.0205%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 79,231.20 126.7932%
4 35-1817530 PIONEER ASSOCIATES INC $ 110,742.20 177.2201%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 240 -2
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -31328-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1609544 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIDEWALK CONSTRUCTION
| | |
0001 105-06845 LUMP | 1700.00000 1700.00| 4536.00000 4536.00| 500.00000 500.00
CONSTRUCTION ENGINEERING | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 3000.00000 3000.00| 3750.00000 3750.00| 9675.62000 9675.62
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 1900.00000 1900.00| 6787.01000 6787.01| 5443.09000 5443.09
CLEARING RIGHT OF WAY | | |
0013 202-52710 16.000 SYS | 35.00000 560.00| 31.86000 509.76| 32.29000 516.64
SIDEWALK, CONCRETE, REMOVE | | |
0014 203-02000 114.900 CYS | 117.00000 13443.30| 115.49000 13269.80| 30.56000 3511.34
EXCAVATION, COMMON | | |
0017 211-02050 1.000 CYS | 200.00000 200.00| 24.62000 24.62| 61.28000 61.28
B BORROW | | |
0018 604-07902 45.000 SYS | 87.00000 3915.00| 119.31000 5368.95| 199.17000 8962.65
CURB RAMP, CONCRETE, H | | |
0019 604-07903 43.000 SYS | 66.00000 2838.00| 119.31000 5130.33| 150.84000 6486.12
CURB RAMP, CONCRETE, K | | |
0020 604-91531 783.000 SYS | 24.00000 18792.00| 29.76000 23302.08| 40.09000 31390.47
SIDEWALK, CONCRETE, 4 IN | | |
0024 628-09408 6.000 MOS | 500.00000 3000.00| 454.55000 2727.30| 290.41000 1742.46
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0025 628-09409 6.000 MOS | 100.00000 600.00| 181.38000 1088.28| 116.17000 697.02
MOBILE INTERNET SERVICE , 1 EACH | | |
0026 801-03290 4.000 EACH | 120.00000 480.00| 270.00000 1080.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0027 801-06775 LUMP | 1189.00000 1189.00| 1712.33000 1712.33| 3560.31000 3560.31
MAINTAINING TRAFFIC | | |
0035 301-07448 50.000 TON | 120.00000 6000.00| 33.11000 1655.50| 30.63000 1531.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 202-02278 10.000 LFT | 125.00000 1250.00| 14.70000 147.00| 33.15000 331.50
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 240 -3
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -31328-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1609544 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 205-06937 200.000 LFT | 3.38000 676.00| 3.65000 730.00| 3.38000 676.00
TEMPORARY SILT FENCE | | |
0038 621-06575 228.000 SYS | 12.90000 2941.20| 13.93000 3176.04| 12.90000 2941.20
SODDING, NURSERY | | |
SECTION TOTALS | $ 62,488.50| $ 74,999.00| $ 79,231.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 62,488.50| $ 74,999.00| $ 79,231.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 240 -4
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -31328-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIDEWALK CONSTRUCTION
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| |
CONSTRUCTION ENGINEERING | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
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 110-01001 LUMP | 5700.00000 5700.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 15000.00000 15000.00| |
CLEARING RIGHT OF WAY | | |
0013 202-52710 16.000 SYS | 14.00000 224.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0014 203-02000 114.900 CYS | 20.00000 2298.00| |
EXCAVATION, COMMON | | |
0017 211-02050 1.000 CYS | 60.00000 60.00| |
B BORROW | | |
0018 604-07902 45.000 SYS | 335.00000 15075.00| |
CURB RAMP, CONCRETE, H | | |
0019 604-07903 43.000 SYS | 275.00000 11825.00| |
CURB RAMP, CONCRETE, K | | |
0020 604-91531 783.000 SYS | 45.00000 35235.00| |
SIDEWALK, CONCRETE, 4 IN | | |
0024 628-09408 6.000 MOS | 300.00000 1800.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0025 628-09409 6.000 MOS | 160.00000 960.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0026 801-03290 4.000 EACH | 150.00000 600.00| |
CONSTRUCTION SIGN, C | | |
0027 801-06775 LUMP | 13500.00000 13500.00| |
MAINTAINING TRAFFIC | | |
0035 301-07448 50.000 TON | 30.00000 1500.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 202-02278 10.000 LFT | 12.00000 120.00| |
CURB, CONCRETE, REMOVE | | |
0037 205-06937 200.000 LFT | 7.00000 1400.00| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 240 -5
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -31328-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1817530 |( ) |( )
|PIONEER ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06575 228.000 SYS | 12.90000 2941.20| |
SODDING, NURSERY | | |
SECTION TOTALS | $ 110,742.20| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 110,742.20| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT WITH NEW TRAFFIC SIGNALS COMPLETION DATE : 08/20/11
LOCATION : ON ATWATER AVENUE AT HENDERSON STREET IN CITY OF PROJECT(S) : 0800443
BLOOMINGTON
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 580,489.80 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 668,645.56 115.1864%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 704,300.27 121.3286%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -2
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |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 WITH NEW TRAFFIC SIGNALS
| | |
0001 105-06845 LUMP | 4930.00000 4930.00| 12000.00000 12000.00| 13300.00000 13300.00
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 | 24100.00000 24100.00| 33000.00000 33000.00| 35000.00000 35000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 24150.00000 24150.00| 33000.00000 33000.00| 27000.00000 27000.00
CLEARING RIGHT OF WAY | | |
0009 202-07846 2.000 EACH | 181.00000 362.00| 110.00000 220.00| 1725.00000 3450.00
TREE , REMOVE, SALVAGE AS LOGS | | |
0010 203-02000 100.000 CYS | 9.40000 940.00| 25.00000 2500.00| 25.00000 2500.00
EXCAVATION, COMMON , UNDISTRIBUTED, FOR | | |
UNDERCUT | | |
0011 203-02010 50.000 CYS | 1.00000 50.00| 200.00000 10000.00| 1.00000 50.00
EXCAVATION, ROCK , UNDISTRIBUTED | | |
0012 203-08607 1100.000 LFT | 34.50000 37950.00| 40.00000 44000.00| 52.00000 57200.00
LINEAR GRADING , INCLUDING TOPSOIL | | |
0013 205-02237 15.000 EACH | 78.50000 1177.50| 200.00000 3000.00| 135.00000 2025.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0014 205-06933 2.000 EACH | 87.50000 175.00| 190.00000 380.00| 115.00000 230.00
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 325.000 LFT | 2.90000 942.50| 3.00000 975.00| 1.60000 520.00
TEMPORARY SILT FENCE | | |
0016 207-08267 103.000 SYS | 8.60000 885.80| 14.50000 1493.50| 24.00000 2472.00
SUBGRADE TREATMENT, TYPE IIIA , UNDER | | |
CLASS III DRIVES | | |
0017 207-08268 432.000 SYS | 11.50000 4968.00| 24.00000 10368.00| 26.00000 11232.00
SUBGRADE TREATMENT, TYPE IV | | |
0018 210-06192 180.000 LFT | 380.00000 68400.00| 330.00000 59400.00| 350.00000 63000.00
WALL , STONE, LIMESTONE FIELDROCK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -3
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 210-06192 10.000 LFT | 314.00000 3140.00| 225.00000 2250.00| 235.00000 2350.00
WALL , STONE, RESET | | |
0020 211-02050 346.000 CYS | 41.50000 14359.00| 36.00000 12456.00| 45.00000 15570.00
B BORROW | | |
0021 213-09269 40.000 CYS | 84.50000 3380.00| 75.00000 3000.00| 100.00000 4000.00
FLOWABLE BACKFILL, NON-REMOVABLE , FOR | | |
PAVEMENT PATCHING AT CURBS, | | |
0022 213-09269 157.000 CYS | 70.50000 11068.50| 70.00000 10990.00| 75.00000 11775.00
FLOWABLE BACKFILL, NON-REMOVABLE , FOR | | |
PIPE BACKFILL | | |
0023 301-07448 190.000 TON | 18.00000 3420.00| 16.00000 3040.00| 17.00000 3230.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-93506 100.000 CYS | 16.00000 1600.00| 40.00000 4000.00| 35.00000 3500.00
AGGREGATE, 2 , UNDISTRIBUTED, FOR | | |
UNDERCUT | | |
0025 304-07493 36.000 TON | 82.50000 2970.00| 98.00000 3528.00| 95.50000 3438.00
WIDENING WITH HMA, TYPE B | | |
0026 306-08034 2677.000 SYS | 1.50000 4015.50| 4.25000 11377.25| 3.30000 8834.10
MILLING, ASPHALT, 1 1/2 IN | | |
0027 402-07433 247.000 TON | 80.50000 19883.50| 75.50000 18648.50| 69.75000 17228.25
HMA SURFACE, TYPE B | | |
0028 402-07438 411.000 TON | 67.50000 27742.50| 65.50000 26920.50| 58.50000 24043.50
HMA INTERMEDIATE, TYPE B | | |
0029 402-07441 82.000 TON | 75.50000 6191.00| 69.00000 5658.00| 73.75000 6047.50
HMA BASE, TYPE B | | |
0030 406-05521 6001.000 SYS | 0.15000 900.15| 0.30000 1800.30| 0.11000 660.11
ASPHALT FOR TACK COAT | | |
0031 604-07897 14.000 SYS | 118.00000 1652.00| 105.00000 1470.00| 170.00000 2380.00
CURB RAMP, CONCRETE, C | | |
0032 604-07898 4.000 SYS | 118.00000 472.00| 105.00000 420.00| 190.00000 760.00
CURB RAMP, CONCRETE, D | | |
0033 604-07899 30.000 SYS | 157.00000 4710.00| 140.00000 4200.00| 115.00000 3450.00
CURB RAMP, CONCRETE, E | | |
0034 604-07900 10.000 SYS | 157.00000 1570.00| 140.00000 1400.00| 150.00000 1500.00
CURB RAMP, CONCRETE, F | | |
0035 604-07901 14.000 SYS | 118.00000 1652.00| 105.00000 1470.00| 175.00000 2450.00
CURB RAMP, CONCRETE, G | | |
0036 604-07902 14.000 SYS | 118.00000 1652.00| 105.00000 1470.00| 175.00000 2450.00
CURB RAMP, CONCRETE, H | | |
0037 604-91531 506.000 SYS | 26.00000 13156.00| 23.00000 11638.00| 44.00000 22264.00
SIDEWALK, CONCRETE, 4 IN | | |
0038 605-06120 185.000 LFT | 18.00000 3330.00| 16.00000 2960.00| 23.00000 4255.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -4
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 605-06140 1604.000 LFT | 11.50000 18446.00| 10.25000 16441.00| 14.00000 22456.00
CURB AND GUTTER, CONCRETE , 24" | | |
0040 605-06144 379.000 LFT | 11.50000 4358.50| 10.25000 3884.75| 14.00000 5306.00
CURB AND GUTTER, A, CONCRETE , 24", | | |
REVERSE SLOPED | | |
0041 610-07487 82.000 TON | 98.50000 8077.00| 91.00000 7462.00| 91.50000 7503.00
HMA FOR APPROACHES, TYPE B | | |
0042 610-09108 103.000 SYS | 45.00000 4635.00| 40.00000 4120.00| 53.00000 5459.00
PCCP FOR APPROACHES, 9 IN | | |
0043 619-02311 1.000 EACH | 1090.00000 1090.00| 320.00000 320.00| 650.00000 650.00
CLEANOUT WITH PLUG, PVC, 8 IN | | |
0044 621-06575 2207.000 SYS | 3.40000 7503.80| 4.00000 8828.00| 4.25000 9379.75
SODDING, NURSERY | | |
0045 621-07643 20.000 EACH | 159.00000 3180.00| 180.00000 3600.00| 105.00000 2100.00
TREE PROTECTION | | |
0046 622-05649 26.000 EACH | 365.00000 9490.00| 188.00000 4888.00| 195.00000 5070.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN | | |
0047 628-09401 7.000 MOS | 1520.00000 10640.00| 1360.00000 9520.00| 1200.00000 8400.00
FIELD OFFICE, A | | |
0048 628-09407 7.000 MOS | 241.00000 1687.00| 255.00000 1785.00| 100.00000 700.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 702-90915 1.000 CYS | 500.00000 500.00| 625.00000 625.00| 250.00000 250.00
CONCRETE, CLASS A | | |
0050 715-02181 40.000 LFT | 47.00000 1880.00| 63.00000 2520.00| 86.00000 3440.00
SANITARY SEWER SERVICE ADJUSTMENT | | |
0051 715-05032 112.000 LFT | 33.00000 3696.00| 30.00000 3360.00| 36.50000 4088.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0052 715-05149 339.000 LFT | 31.00000 10509.00| 34.00000 11526.00| 51.00000 17289.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0053 715-05152 153.000 LFT | 35.50000 5431.50| 48.00000 7344.00| 45.50000 6961.50
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0054 715-05152 55.000 LFT | 36.50000 2007.50| 44.00000 2420.00| 70.00000 3850.00
PIPE, TYPE 2, CIRCULAR, 18 IN , HDPE | | |
PIPE REQ'D | | |
0055 715-08250 135.000 LFT | 59.00000 7965.00| 155.00000 20925.00| 113.50000 15322.50
PIPE, DUCTILE IRON, 12 IN , STORM SEWER | | |
CLASS 350 DIP | | |
0056 715-41045 176.000 LFT | 33.50000 5896.00| 35.00000 6160.00| 39.50000 6952.00
PIPE, REINFORCED CONCRETE, 12 IN | | |
0057 715-41055 23.000 LFT | 38.50000 885.50| 200.00000 4600.00| 155.00000 3565.00
PIPE, REINFORCED CONCRETE, III, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -5
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 720-44000 2.000 EACH | 381.00000 762.00| 340.00000 680.00| 400.00000 800.00
CASTING, ADJUST TO GRADE | | |
0059 720-45030 2.000 EACH | 1110.00000 2220.00| 1450.00000 2900.00| 1250.00000 2500.00
INLET, E7 | | |
0060 720-45045 11.000 EACH | 1280.00000 14080.00| 1860.00000 20460.00| 1575.00000 17325.00
INLET, J10 | | |
0061 720-45410 1.000 EACH | 1570.00000 1570.00| 2500.00000 2500.00| 1625.00000 1625.00
MANHOLE, C4 | | |
0062 720-94208 2.000 EACH | 1880.00000 3760.00| 2550.00000 5100.00| 1650.00000 3300.00
MANHOLE, C10 | | |
0063 720-94840 2.000 EACH | 136.00000 272.00| 500.00000 1000.00| 95.00000 190.00
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0064 732-90578 1.000 EACH | 1870.00000 1870.00| 380.00000 380.00| 2000.00000 2000.00
WATER METER, RELOCATE | | |
0065 801-03290 2.000 EACH | 245.00000 490.00| 135.00000 270.00| 260.00000 520.00
CONSTRUCTION SIGN, C | | |
0066 801-06207 500.000 LFT | 1.25000 625.00| 2.90000 1450.00| 1.30000 650.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. , UNDISTRIBUTED | | |
0067 801-06640 36.000 EACH | 105.00000 3780.00| 120.00000 4320.00| 111.00000 3996.00
CONSTRUCTION SIGN, A | | |
0068 801-06775 LUMP | 6940.00000 6940.00| 29450.00000 29450.00| 37000.00000 37000.00
MAINTAINING TRAFFIC | | |
0069 801-07119 100.000 LFT | 12.00000 1200.00| 11.00000 1100.00| 12.75000 1275.00
BARRICADE, III-B | | |
0070 802-05701 228.000 LFT | 11.00000 2508.00| 11.00000 2508.00| 11.65000 2656.20
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0071 802-07058 4.000 EACH | 78.00000 312.00| 78.00000 312.00| 82.50000 330.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0072 802-09838 114.750 SFT | 11.00000 1262.25| 11.15000 1279.46| 11.80000 1354.05
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0073 802-09842 41.250 SFT | 14.00000 577.50| 14.00000 577.50| 14.85000 612.56
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0074 805-01579 LUMP | 822.00000 822.00| 822.00000 822.00| 870.00000 870.00
MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | |
SIGNALS | | |
0075 805-01815 4.000 EACH | 1990.00000 7960.00| 1994.00000 7976.00| 2115.00000 8460.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -6
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 805-01842 5.000 EACH | 820.00000 4100.00| 820.00000 4100.00| 870.00000 4350.00
HANDHOLE, SIGNAL | | |
0077 805-01844 491.000 LFT | 14.00000 6874.00| 14.00000 6874.00| 14.85000 7291.35
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0078 805-01879 1.000 EACH | 920.00000 920.00| 920.00000 920.00| 975.00000 975.00
SIGNAL SERVICE , BLACK | | |
0079 805-02152 8.000 EACH | 695.00000 5560.00| 695.00000 5560.00| 735.00000 5880.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN , BLACK | | |
0080 805-02658 199.000 LFT | 6.45000 1283.55| 6.45000 1283.55| 6.85000 1363.15
CABLE, COAXIAL , HELIAX | | |
0081 805-03978 2.000 EACH | 735.00000 1470.00| 735.00000 1470.00| 780.00000 1560.00
EMERGENCY VEHICLE PREEMPTION DETECTOR, | | |
SINGLE CHANNEL, ONE DIRECTION | | |
0082 805-03980 2.000 EACH | 215.00000 430.00| 215.00000 430.00| 230.00000 460.00
EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | |
0083 805-03983 1.000 EACH | 2880.00000 2880.00| 2880.00000 2880.00| 3050.00000 3050.00
PHASE SELECTORS , TWO CHANNEL | | |
0084 805-04782 1.000 EACH | 16100.00000 16100.00| 16136.00000 16136.00| 17100.00000 17100.00
VIDEO VEHICLE DETECTOR SYSTEM , WITH | | |
TWO CAMERAS | | |
0085 805-04989 1.000 EACH | 6860.00000 6860.00| 6856.00000 6856.00| 7270.00000 7270.00
POWER SUPPLY , UNINTERUPTED, BLACK | | |
CABINET | | |
0086 805-08129 320.000 LFT | 1.75000 560.00| 1.75000 560.00| 1.85000 592.00
SIGNAL CABLE , 3C 18GA, M138 | | |
0087 805-08129 318.000 LFT | 2.00000 636.00| 2.00000 636.00| 2.10000 667.80
SIGNAL CABLE , 3C 18GA, VIDEO CABLE | | |
0088 805-08466 1.000 EACH | 198.00000 198.00| 198.00000 198.00| 210.00000 210.00
RADIO ANTENNA, 9db, YAGI | | |
0089 805-08494 1.000 EACH | 3020.00000 3020.00| 3020.00000 3020.00| 3200.00000 3200.00
RADIO SPREAD SPECTRUM , INTUICOM | | |
0090 805-78109 1.000 EACH | 12500.00000 12500.00| 12541.00000 12541.00| 13295.00000 13295.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE , ECONOLITE ASC-3 IN | | |
BLACK CABINET | | |
0091 805-78205 5.000 EACH | 745.00000 3725.00| 745.00000 3725.00| 790.00000 3950.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN , BLACK | | |
0092 805-78370 8.000 EACH | 221.00000 1768.00| 221.00000 1768.00| 235.00000 1880.00
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -7
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 805-78467 30.000 LFT | 2.00000 60.00| 2.00000 60.00| 2.10000 63.00
SIGNAL CABLE, 3C 8GA | | |
0094 805-78480 714.000 LFT | 0.90000 642.60| 0.90000 642.60| 0.95000 678.30
SIGNAL CABLE, 3C 14GA | | |
0095 805-78485 1223.000 LFT | 1.30000 1589.90| 1.30000 1589.90| 1.35000 1651.05
SIGNAL CABLE, 5C 14GA | | |
0096 805-78900 8.000 EACH | 542.00000 4336.00| 542.00000 4336.00| 575.00000 4600.00
PEDESTAL FOUNDATION, A | | |
0097 805-78925 1.000 EACH | 968.00000 968.00| 968.00000 968.00| 1025.00000 1025.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0098 805-81032 4.000 EACH | 6620.00000 26480.00| 6620.00000 26480.00| 7015.00000 28060.00
SIGNAL STRAIN POLE, STEEL, 30 FT , | | |
BLACK WITH DECORATIVE BASE | | |
0099 805-90005 8.000 EACH | 990.00000 7920.00| 990.00000 7920.00| 1050.00000 8400.00
SIGNAL PEDESTAL, 10 FT , BLACK | | |
0100 807-02579 1.000 EACH | 895.00000 895.00| 895.00000 895.00| 950.00000 950.00
MAST ARM, 15FT , BLACK | | |
0101 808-05929 40.000 LFT | 1.80000 72.00| 8.00000 320.00| 1.90000 76.00
TRANSVERSE MARKING THERMOPLASTIC, | | |
CROSSWALK LINE, 8" | | |
0102 808-06701 798.000 LFT | 1.25000 997.50| 1.25000 997.50| 1.35000 1077.30
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN , 10' LINE, 30' GAP | | |
0103 808-06701 150.000 LFT | 2.00000 300.00| 2.50000 375.00| 2.10000 315.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN , DOTTED, 2' LINE, 8' GAP | | |
0104 808-06703 265.000 LFT | 0.75000 198.75| 1.25000 331.25| 0.80000 212.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0105 808-06713 1000.000 LFT | 1.00000 1000.00| 2.90000 2900.00| 1.05000 1050.00
LINE, PAINT, SOLID, WHITE, 4 IN , | | |
TEMPORARY, UNDISTRIBUTED | | |
0106 808-75245 140.000 LFT | 0.75000 105.00| 1.25000 175.00| 0.80000 112.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0107 808-75297 416.000 LFT | 4.50000 1872.00| 4.25000 1768.00| 4.75000 1976.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0108 808-75320 6.000 EACH | 108.00000 648.00| 55.00000 330.00| 115.00000 690.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0109 808-75325 4.000 EACH | 145.00000 580.00| 75.00000 300.00| 155.00000 620.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 250 -8
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31762-A COUNTIES : MONROE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 808-75998 24.000 EACH | 97.50000 2340.00| 44.00000 1056.00| 47.00000 1128.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0111 802-09840 18.000 SFT | 14.00000 252.00| 14.00000 252.00| 14.85000 267.30
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0112 805-78415 4.000 EACH | 1390.00000 5560.00| 1385.00000 5540.00| 1470.00000 5880.00
SPAN, CATENARY, AND TETHER | | |
SECTION TOTALS | $ 580,489.80| $ 668,645.56| $ 704,300.27
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 580,489.80| $ 668,645.56| $ 704,300.27
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -32892-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 07/31/11
LOCATION : ALONG I-465, 0.48 MILE NORTH OF 71ST STREET PROJECT(S) : 0901865
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 312,519.00 100.0000%
2 35-1526557 MIDWEST MOLE INC $ 501,380.50 160.4320%
3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 548,400.00 175.4773%
4 35-1817574 YARDBERRY LANDSCAPE $ 607,627.00 194.4288%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -32892-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1526557 |( 3 ) 35-1004746
|INDIANA RELINE INC |MIDWEST MOLE INC |TEMPLE & TEMPLE EXCAVATING &
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 | 1000.00000 1000.00| 2000.00000 2000.00| 1800.00000 1800.00
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 | 2500.00000 2500.00| 50000.00000 50000.00| 27000.00000 27000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 616-02320 85.000 SYS | 4.00000 340.00| 3.00000 255.00| 11.00000 935.00
GEOTEXTILES | | |
0008 616-06451 45.000 TON | 65.00000 2925.00| 20.00000 900.00| 54.00000 2430.00
RIPRAP, UNIFORM | | |
0009 621-01004 2.000 EACH | 500.00000 1000.00| 475.00000 950.00| 480.00000 960.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0010 621-06567 0.250 kGAL | 100.00000 25.00| 10.00000 2.50| 120.00000 30.00
WATER | | |
0011 621-06626 150.000 SYS | 6.00000 900.00| 5.00000 750.00| 13.00000 1950.00
MULCHED SEEDING, D | | |
0012 725-06864 307.000 LFT | 975.00000 299325.00| 1417.00000 435019.00| 1627.00000 499489.00
PIPE LINER, THERMOPLASTIC, 96 IN | | |
0013 801-06640 12.000 EACH | 150.00000 1800.00| 150.00000 1800.00| 420.00000 5040.00
CONSTRUCTION SIGN, A | | |
0014 801-06710 60.000 DAY | 25.00000 1500.00| 20.00000 1200.00| 30.00000 1800.00
FLASHING ARROW SIGN | | |
0015 801-06775 LUMP | 1200.00000 1200.00| 8500.00000 8500.00| 6962.00000 6962.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 312,519.00| $ 501,380.50| $ 548,400.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 312,519.00| $ 501,380.50| $ 548,400.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -32892-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1817574 |( ) |( )
|YARDBERRY LANDSCAPE | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| |
CONSTRUCTION ENGINEERING | | |
0002 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 | 77175.00000 77175.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 616-02320 85.000 SYS | 8.00000 680.00| |
GEOTEXTILES | | |
0008 616-06451 45.000 TON | 68.00000 3060.00| |
RIPRAP, UNIFORM | | |
0009 621-01004 2.000 EACH | 500.00000 1000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0010 621-06567 0.250 kGAL | 500.00000 125.00| |
WATER | | |
0011 621-06626 150.000 SYS | 2.00000 300.00| |
MULCHED SEEDING, D | | |
0012 725-06864 307.000 LFT | 1669.00000 512383.00| |
PIPE LINER, THERMOPLASTIC, 96 IN | | |
0013 801-06640 12.000 EACH | 250.00000 3000.00| |
CONSTRUCTION SIGN, A | | |
0014 801-06710 60.000 DAY | 40.00000 2400.00| |
FLASHING ARROW SIGN | | |
0015 801-06775 LUMP | 5500.00000 5500.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 607,627.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 607,627.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -33074-A COUNTIES : KOSCIUSKO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS COMPLETION DATE : 03/11/11
LOCATION : AT PARCEL NO 8 ALONG SR 15, 4.02 MILES NORTH OF SR 14 PROJECT(S) : 0902328
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1841857 CRI CONSTRUCTION INC $ 43,004.00 100.0000%
2 35-2103617 BRYANS HAULING & EXCAVATING $ 53,704.00 124.8814%
3 35-1067077 RITSCHARD BROTHERS $ 60,791.90 141.3634%
4 35-2040341 MOONROCK INC $ 66,166.50 153.8613%
5 35-1817574 YARDBERRY LANDSCAPE $ 68,046.50 158.2330%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 270 -2
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -33074-A COUNTIES : KOSCIUSKO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 35-2103617 |( 3 ) 35-1067077
|CRI CONSTRUCTION INC |BRYANS HAULING & EXCAVATING |RITSCHARD BROTHERS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-08520 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 152.00000 152.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 5.000 MOS | 100.00000 500.00| 50.00000 250.00| 101.00000 505.00
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 2200.00000 2200.00| 2470.00000 2470.00| 2275.00000 2275.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-02250 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 413.00000 413.00
TREE, 10 IN, REMOVE | | |
0009 201-02255 6.000 EACH | 400.00000 2400.00| 300.00000 1800.00| 525.00000 3150.00
TREE, 18 IN, REMOVE | | |
0010 201-02260 4.000 EACH | 700.00000 2800.00| 400.00000 1600.00| 821.00000 3284.00
TREE, 30 IN, REMOVE | | |
0011 201-02265 4.000 EACH | 1200.00000 4800.00| 800.00000 3200.00| 1754.00000 7016.00
TREE, 48 IN, REMOVE | | |
0012 202-03000 LUMP | 16700.00000 16700.00| 32000.00000 32000.00| 34731.00000 34731.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
8 | | |
0013 202-03135 220.000 SFT | 15.00000 3300.00| 14.00000 3080.00| 8.97000 1973.40
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0014 205-06937 1125.000 LFT | 2.00000 2250.00| 0.10000 112.50| 2.88000 3240.00
TEMPORARY SILT FENCE | | |
0015 621-01004 1.000 EACH | 750.00000 750.00| 200.00000 200.00| 504.00000 504.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0016 621-06559 6950.000 SYS | 1.00000 6950.00| 1.25000 8687.50| 0.51000 3544.50
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 43,004.00| $ 53,704.00| $ 60,791.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 43,004.00| $ 53,704.00| $ 60,791.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 270 -3
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -33074-A COUNTIES : KOSCIUSKO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-2040341 |( 5 ) 35-1817574 |( )
|MOONROCK INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-08520 1.000 EACH | 50.00000 50.00| 350.00000 350.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 5.000 MOS | 75.00000 375.00| 200.00000 1000.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 1250.00000 1250.00| 3240.00000 3240.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-02250 1.000 EACH | 100.00000 100.00| 500.00000 500.00|
TREE, 10 IN, REMOVE | | |
0009 201-02255 6.000 EACH | 250.00000 1500.00| 1000.00000 6000.00|
TREE, 18 IN, REMOVE | | |
0010 201-02260 4.000 EACH | 400.00000 1600.00| 1250.00000 5000.00|
TREE, 30 IN, REMOVE | | |
0011 201-02265 4.000 EACH | 500.00000 2000.00| 2000.00000 8000.00|
TREE, 48 IN, REMOVE | | |
0012 202-03000 LUMP | 49400.00000 49400.00| 32000.00000 32000.00|
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
8 | | |
0013 202-03135 220.000 SFT | 7.50000 1650.00| 7.00000 1540.00|
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0014 205-06937 1125.000 LFT | 0.70000 787.50| 4.00000 4500.00|
TEMPORARY SILT FENCE | | |
0015 621-01004 1.000 EACH | 500.00000 500.00| 700.00000 700.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0016 621-06559 6950.000 SYS | 1.00000 6950.00| 0.75000 5212.50|
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 66,166.50| $ 68,046.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 66,166.50| $ 68,046.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -33177-A COUNTIES : VIGO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 06/30/11
LOCATION : ON BROWN BLVD PATHWAY FROM LOCUST ST TO MAPLE ST AND ALONG PROJECT(S) : 1005319
MAPLE ST FROM BROWN BLVD TO N VIGO HS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 495,017.53 100.0000%
2 37-0797609 FEUTZ CONTRACTORS INC $ 509,773.31 102.9809%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 631,634.05 127.5983%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 280 -2
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -33177-A COUNTIES : VIGO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 37-0797609 |( 3 ) 35-1357381
|WABASH VALLEY ASPHALT CO LLC |FEUTZ CONTRACTORS INC |DAVE OMARA CONTRACTOR INC
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 | 14088.98000 14088.98| 10500.00000 10500.00| 15000.00000 15000.00
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 | 24570.22000 24570.22| 24000.00000 24000.00| 31000.00000 31000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 3150.00000 3150.00| 9000.00000 9000.00| 19000.00000 19000.00
CLEARING RIGHT OF WAY | | |
0009 202-02240 135.000 SYS | 13.65000 1842.75| 15.00000 2025.00| 16.00000 2160.00
PAVEMENT REMOVAL | | |
0010 202-02279 90.000 LFT | 21.00000 1890.00| 13.00000 1170.00| 20.00000 1800.00
CURB AND GUTTER, REMOVE | | |
0011 205-04948 LUMP | 2100.00000 2100.00| 4800.00000 4800.00| 5400.00000 5400.00
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0012 205-06933 47.000 EACH | 32.55000 1529.85| 69.00000 3243.00| 68.00000 3196.00
TEMPORARY DITCH INLET PROTECTION | | |
0013 205-06937 15000.000 LFT | 0.79000 11850.00| 1.35000 20250.00| 1.25000 18750.00
TEMPORARY SILT FENCE | | |
0014 207-08264 10750.000 SYS | 10.06000 108145.00| 6.75000 72562.50| 9.00000 96750.00
SUBGRADE TREATMENT, TYPE II | | |
0015 211-02050 576.000 CYS | 14.00000 8064.00| 26.50000 15264.00| 30.00000 17280.00
B BORROW | | |
0016 301-07448 2575.000 TON | 18.71000 48178.25| 22.00000 56650.00| 23.00000 59225.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 304-07489 4.500 TON | 100.00000 450.00| 105.00000 472.50| 300.00000 1350.00
HMA PATCHING, TYPE A | | |
0018 402-07432 440.000 TON | 65.60000 28864.00| 69.00000 30360.00| 95.00000 41800.00
HMA SURFACE, TYPE A | | |
0019 402-07435 1305.000 TON | 58.22000 75977.10| 63.00000 82215.00| 71.50000 93307.50
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 280 -3
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -33177-A COUNTIES : VIGO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 37-0797609 |( 3 ) 35-1357381
|WABASH VALLEY ASPHALT CO LLC |FEUTZ CONTRACTORS INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-02241 450.000 LFT | 6.14000 2763.00| 11.75000 5287.50| 7.50000 3375.00
GUARDRAIL, REMOVE | | |
0021 603-02969 LUMP | 1050.00000 1050.00| 2300.00000 2300.00| 1750.00000 1750.00
FENCE GATE, RELOCATE | | |
0022 603-03398 30.000 LFT | 26.25000 787.50| 70.00000 2100.00| 80.00000 2400.00
FENCE, RELOCATE | | |
0023 604-07569 36.000 SYS | 300.30000 10810.80| 275.00000 9900.00| 450.00000 16200.00
PAVERS , ASPHALT, INCLUDES CONCRETE BAS | | |
0024 604-07901 132.000 SYS | 115.50000 15246.00| 100.00000 13200.00| 130.00000 17160.00
CURB RAMP, CONCRETE, G | | |
0025 604-07903 10.000 SYS | 105.00000 1050.00| 90.00000 900.00| 150.00000 1500.00
CURB RAMP, CONCRETE, K | | |
0026 604-90256 2.230 SYS | 105.00000 234.15| 325.00000 724.75| 85.00000 189.55
SIDEWALK, CONCRETE, 6 IN | | |
0027 621-02770 100.000 SYS | 5.25000 525.00| 2.20000 220.00| 2.50000 250.00
EROSION CONTROL BLANKET | | |
0028 621-06559 15333.000 SYS | 0.47000 7206.51| 0.50000 7666.50| 0.50000 7666.50
MULCHED SEEDING, R | | |
0029 621-06567 2.000 kGAL | 0.25000 0.50| 0.28000 0.56| 1.00000 2.00
WATER | | |
0030 621-06570 2555.000 CYS | 23.10000 59020.50| 24.00000 61320.00| 22.50000 57487.50
TOPSOIL | | |
0031 621-07643 4.000 EACH | 150.00000 600.00| 265.00000 1060.00| 80.00000 320.00
TREE PROTECTION | | |
0032 628-09402 9.000 MOS | 1500.00000 13500.00| 1900.00000 17100.00| 1750.00000 15750.00
FIELD OFFICE, B | | |
0033 801-03290 2.000 EACH | 500.00000 1000.00| 215.00000 430.00| 250.00000 500.00
CONSTRUCTION SIGN, C | | |
0034 801-06775 LUMP | 15790.74000 15790.74| 8000.00000 8000.00| 30000.00000 30000.00
MAINTAINING TRAFFIC | | |
0035 802-04314 12.000 EACH | 508.51000 6102.12| 660.00000 7920.00| 475.00000 5700.00
SIGN , TRAIL INFORMATION | | |
0036 802-04314 6.000 EACH | 457.01000 2742.06| 320.00000 1920.00| 200.00000 1200.00
SIGN ,VEHICULAR | | |
0037 808-06540 280.000 LFT | 15.15000 4242.00| 1.90000 532.00| 2.00000 560.00
TRANSVERSE MARKING, PREFORMED PLASTIC | | |
CROSSWALK LINE, 12" | | |
0038 808-75297 5.000 LFT | 27.30000 136.50| 195.00000 975.00| 190.00000 950.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0039 203-02055 625.000 CYS | 15.40000 9625.00| 36.00000 22500.00| 70.00000 43750.00
EMBANKMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 280 -4
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -33177-A COUNTIES : VIGO
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 37-0797609 |( 3 ) 35-1357381
|WABASH VALLEY ASPHALT CO LLC |FEUTZ CONTRACTORS INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 205-09543 600.000 TON | 19.80000 11880.00| 22.00000 13200.00| 31.50000 18900.00
NO 2 STONE | | |
SECTION TOTALS | $ 495,017.53| $ 509,773.31| $ 631,634.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 495,017.53| $ 509,773.31| $ 631,634.05
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -1
VENDOR RANKING
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : PAVEMENT PATCHING AND REHABILITATION COMPLETION DATE : 05/31/11
LOCATION : ON I-65 AT 0.76 MILE SOUTH OF SR 38 PROJECT(S) : 1005500
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1841857 CRI CONSTRUCTION INC $ 2,398,965.80 100.0000%
2 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 2,660,195.35 110.8893%
3 35-1917625 MILESTONE CONTRACTORS LP $ 3,431,107.94 143.0245%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,627,501.00 151.2110%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -2
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 35-0175870 |( 3 ) 35-1917625
|CRI CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY I |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT PATCH AND REHABILITATION
| | |
0001 105-06845 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| 200.00000 2400.00| 135.00000 1620.00
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 | 120000.00000 120000.00| 133000.00000 133000.00| 189000.00000 189000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 22000.00000 22000.00| 27000.00000 27000.00| 34000.00000 34000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 4288.000 SYS | 14.00000 60032.00| 8.80000 37734.40| 20.00000 85760.00
PAVEMENT REMOVAL | | |
0013 203-02000 10800.000 CYS | 16.00000 172800.00| 12.00000 129600.00| 25.00000 270000.00
EXCAVATION, COMMON | | |
0014 205-06933 5.000 EACH | 125.00000 625.00| 125.00000 625.00| 125.00000 625.00
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 11426.000 LFT | 1.50000 17139.00| 1.18000 13482.68| 1.70000 19424.20
TEMPORARY SILT FENCE | | |
0017 211-09264 121.000 CYS | 36.00000 4356.00| 30.00000 3630.00| 38.00000 4598.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 214-07202 4735.100 SYS | 3.00000 14205.30| 3.20000 15152.32| 3.50000 16572.85
GEOGRID, TYPE I | | |
0019 301-07448 3433.900 TON | 22.00000 75545.80| 38.00000 130488.20| 20.00000 68678.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-06464 3040.000 CYS | 32.00000 97280.00| 46.00000 139840.00| 70.00000 212800.00
SUBBASE FOR PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -3
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 35-0175870 |( 3 ) 35-1917625
|CRI CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY I |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 303-01180 860.000 TON | 21.00000 18060.00| 38.00000 32680.00| 35.00000 30100.00
COMPACTED AGGREGATE, NO. 53 | | |
0022 304-07491 125.000 TON | 220.00000 27500.00| 220.00000 27500.00| 220.00000 27500.00
HMA PATCHING, TYPE C | | |
0023 306-08034 1067.000 SYS | 6.00000 6402.00| 6.50000 6935.50| 10.00000 10670.00
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08037 1067.000 SYS | 12.00000 12804.00| 6.90000 7362.30| 15.50000 16538.50
MILLING, ASPHALT, 3 IN | | |
0026 402-07785 2104.000 TON | 75.00000 157800.00| 73.00000 153592.00| 73.00000 153592.00
HMA INTERMEDIATE, TYPE D | | |
0027 402-07786 2169.000 TON | 73.00000 158337.00| 63.00000 136647.00| 63.00000 136647.00
HMA BASE, TYPE D | | |
0028 402-07787 176.000 TON | 200.00000 35200.00| 160.00000 28160.00| 160.00000 28160.00
HMA WEDGE AND LEVEL, TYPE D | | |
0029 406-05520 3.750 TON | 700.00000 2625.00| 535.00000 2006.25| 535.00000 2006.25
ASPHALT FOR TACK COAT | | |
0030 501-06266 LUMP | 12000.00000 12000.00| 1.00000 1.00| 3000.00000 3000.00
PROFILOGRAPH, PCCP | | |
0031 502-06331 12160.000 SYS | 48.00000 583680.00| 52.00000 632320.00| 53.00000 644480.00
PCCP, 14 IN | | |
0032 503-05240 5144.000 LFT | 10.50000 54012.00| 17.00000 87448.00| 17.00000 87448.00
D-1 CONTRACTION JOINT | | |
0033 503-05310 96.000 LFT | 180.00000 17280.00| 170.00000 16320.00| 250.00000 24000.00
TERMINAL JOINT | | |
0034 606-07485 9280.000 LFT | 1.50000 13920.00| 3.10000 28768.00| 2.80000 25984.00
MILLED PCCP SHOULDER CORRUGATIONS | | |
0035 621-01004 3.000 EACH | 750.00000 2250.00| 375.00000 1125.00| 600.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-06545 1.440 TON | 1500.00000 2160.00| 930.00000 1339.20| 900.00000 1296.00
FERTILIZER | | |
0037 621-06553 614.000 LBS | 7.50000 4605.00| 5.59000 3432.26| 4.50000 2763.00
SEED MIXTURE, R | | |
0038 621-06557 384.000 LBS | 4.50000 1728.00| 3.56000 1367.04| 2.85000 1094.40
SEED MIXTURE, T | | |
0039 621-06565 13.000 TON | 222.00000 2886.00| 210.00000 2730.00| 400.00000 5200.00
MULCHING MATERIAL | | |
0040 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 125.00000 125.00
WATER | | |
0041 621-06574 249.000 SYS | 21.00000 5229.00| 17.00000 4233.00| 12.00000 2988.00
SODDING | | |
0042 628-09401 6.000 MOS | 2400.00000 14400.00| 2200.00000 13200.00| 2800.00000 16800.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -4
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 35-0175870 |( 3 ) 35-1917625
|CRI CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY I |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 715-05048 9156.000 LFT | 3.00000 27468.00| 3.50000 32046.00| 3.75000 34335.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0045 715-91361 1060.000 LFT | 12.00000 12720.00| 12.00000 12720.00| 13.00000 13780.00
PIPE, PVC, 6 IN | | |
0046 718-06531 8.000 EACH | 700.00000 5600.00| 630.00000 5040.00| 625.00000 5000.00
OUTLET PROTECTOR, 3 | | |
0047 718-52610 1186.900 CYS | 31.00000 36793.90| 1.00000 1186.90| 28.00000 33233.20
AGGREGATE FOR UNDERDRAINS | | |
0048 718-99153 8307.800 SYS | 1.50000 12461.70| 1.00000 8307.80| 1.30000 10800.14
GEOTEXTILES FOR UNDERDRAIN | | |
0049 801-01093 2.000 EACH | 2200.00000 4400.00| 495.00000 990.00| 500.00000 1000.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0050 801-03290 4.000 EACH | 202.00000 808.00| 145.00000 580.00| 152.00000 608.00
CONSTRUCTION SIGN, C | | |
0051 801-06203 6280.000 LFT | 0.24000 1507.20| 0.25000 1570.00| 0.26000 1632.80
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0052 801-06207 47080.000 LFT | 0.95000 44726.00| 0.90000 42372.00| 0.94000 44255.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06640 26.000 EACH | 127.00000 3302.00| 120.00000 3120.00| 130.00000 3380.00
CONSTRUCTION SIGN, A | | |
0054 801-06710 20.000 DAY | 40.00000 800.00| 30.00000 600.00| 32.00000 640.00
FLASHING ARROW SIGN | | |
0055 801-06775 LUMP | 100000.00000 100000.00| 150000.00000 150000.00| 308635.00000 308635.00
MAINTAINING TRAFFIC | | |
0056 801-08401 5240.000 LFT | 12.00000 62880.00| 13.00000 68120.00| 8.00000 41920.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0057 801-08508 2288.000 LFT | 20.00000 45760.00| 20.00000 45760.00| 9.00000 20592.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0058 801-09133 2.000 EACH | 3900.00000 7800.00| 3500.00000 7000.00| 3640.00000 7280.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0059 801-97643 144.000 LFT | 11.50000 1656.00| 11.95000 1720.80| 13.00000 1872.00
TEMPORARY BUZZ STRIPS | | |
0060 804-06770 8.000 EACH | 0.30000 2.40| 26.00000 208.00| 28.00000 224.00
DELINEATOR POST | | |
0061 808-03631 6280.000 LFT | 0.30000 1884.00| 0.35000 2198.00| 0.36000 2260.80
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0062 808-03632 6280.000 LFT | 0.30000 1884.00| 0.35000 2198.00| 0.36000 2260.80
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0063 808-06716 18840.000 LFT | 0.30000 5652.00| 0.28000 5275.20| 0.29000 5463.60
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -5
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 35-0175870 |( 3 ) 35-1917625
|CRI CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY I |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 808-74811 1570.000 LFT | 0.35000 549.50| 0.35000 549.50| 0.36000 565.20
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0065 808-75996 39.000 EACH | 80.00000 3120.00| 20.00000 780.00| 80.00000 3120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 80.000 EACH | 65.00000 5200.00| 45.00000 3600.00| 73.00000 5840.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0067 207-09935 26467.000 SYS | 9.00000 238203.00| 15.00000 397005.00| 26.00000 688142.00
SUBGRADE TREATMENT, TYPE IC | | |
0068 503-03489 2028.000 EACH | 15.00000 30420.00| 14.00000 28392.00| 9.00000 18252.00
RETROFITTED TIE BARS | | |
0069 205-06934 10.000 TON | 410.00000 4100.00| 333.00000 3330.00| 54.00000 540.00
TEMPORARY MULCHING | | |
SECTION TOTALS | $ 2,398,965.80| $ 2,660,195.35| $ 3,431,107.94
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,398,965.80| $ 2,660,195.35| $ 3,431,107.94
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -6
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT PATCH AND REHABILITATION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 181375.05000 181375.05| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 36275.01000 36275.01| |
CLEARING RIGHT OF WAY | | |
0012 202-02240 4288.000 SYS | 30.00000 128640.00| |
PAVEMENT REMOVAL | | |
0013 203-02000 10800.000 CYS | 40.00000 432000.00| |
EXCAVATION, COMMON | | |
0014 205-06933 5.000 EACH | 145.00000 725.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 11426.000 LFT | 2.00000 22852.00| |
TEMPORARY SILT FENCE | | |
0017 211-09264 121.000 CYS | 25.00000 3025.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0018 214-07202 4735.100 SYS | 4.00000 18940.40| |
GEOGRID, TYPE I | | |
0019 301-07448 3433.900 TON | 30.00000 103017.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-06464 3040.000 CYS | 69.00000 209760.00| |
SUBBASE FOR PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -7
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 303-01180 860.000 TON | 40.00000 34400.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0022 304-07491 125.000 TON | 600.00000 75000.00| |
HMA PATCHING, TYPE C | | |
0023 306-08034 1067.000 SYS | 10.00000 10670.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0024 306-08037 1067.000 SYS | 10.00000 10670.00| |
MILLING, ASPHALT, 3 IN | | |
0026 402-07785 2104.000 TON | 61.00000 128344.00| |
HMA INTERMEDIATE, TYPE D | | |
0027 402-07786 2169.000 TON | 57.00000 123633.00| |
HMA BASE, TYPE D | | |
0028 402-07787 176.000 TON | 200.00000 35200.00| |
HMA WEDGE AND LEVEL, TYPE D | | |
0029 406-05520 3.750 TON | 500.00000 1875.00| |
ASPHALT FOR TACK COAT | | |
0030 501-06266 LUMP | 4000.00000 4000.00| |
PROFILOGRAPH, PCCP | | |
0031 502-06331 12160.000 SYS | 60.00000 729600.00| |
PCCP, 14 IN | | |
0032 503-05240 5144.000 LFT | 15.00000 77160.00| |
D-1 CONTRACTION JOINT | | |
0033 503-05310 96.000 LFT | 400.00000 38400.00| |
TERMINAL JOINT | | |
0034 606-07485 9280.000 LFT | 3.81000 35356.80| |
MILLED PCCP SHOULDER CORRUGATIONS | | |
0035 621-01004 3.000 EACH | 900.00000 2700.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-06545 1.440 TON | 450.00000 648.00| |
FERTILIZER | | |
0037 621-06553 614.000 LBS | 5.10000 3131.40| |
SEED MIXTURE, R | | |
0038 621-06557 384.000 LBS | 5.90000 2265.60| |
SEED MIXTURE, T | | |
0039 621-06565 13.000 TON | 235.00000 3055.00| |
MULCHING MATERIAL | | |
0040 621-06567 1.000 kGAL | 95.00000 95.00| |
WATER | | |
0041 621-06574 249.000 SYS | 20.75000 5166.75| |
SODDING | | |
0042 628-09401 6.000 MOS | 2500.00000 15000.00| |
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -8
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 715-05048 9156.000 LFT | 5.20000 47611.20| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0045 715-91361 1060.000 LFT | 7.70000 8162.00| |
PIPE, PVC, 6 IN | | |
0046 718-06531 8.000 EACH | 850.00000 6800.00| |
OUTLET PROTECTOR, 3 | | |
0047 718-52610 1186.900 CYS | 54.00000 64092.60| |
AGGREGATE FOR UNDERDRAINS | | |
0048 718-99153 8307.800 SYS | 1.50000 12461.70| |
GEOTEXTILES FOR UNDERDRAIN | | |
0049 801-01093 2.000 EACH | 950.00000 1900.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0050 801-03290 4.000 EACH | 202.00000 808.00| |
CONSTRUCTION SIGN, C | | |
0051 801-06203 6280.000 LFT | 0.24000 1507.20| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0052 801-06207 47080.000 LFT | 0.95000 44726.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06640 26.000 EACH | 127.00000 3302.00| |
CONSTRUCTION SIGN, A | | |
0054 801-06710 20.000 DAY | 500.00000 10000.00| |
FLASHING ARROW SIGN | | |
0055 801-06775 LUMP | 151728.79000 151728.79| |
MAINTAINING TRAFFIC | | |
0056 801-08401 5240.000 LFT | 3.00000 15720.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0057 801-08508 2288.000 LFT | 3.00000 6864.00| |
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0058 801-09133 2.000 EACH | 5000.00000 10000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0059 801-97643 144.000 LFT | 11.50000 1656.00| |
TEMPORARY BUZZ STRIPS | | |
0060 804-06770 8.000 EACH | 26.00000 208.00| |
DELINEATOR POST | | |
0061 808-03631 6280.000 LFT | 0.30000 1884.00| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0062 808-03632 6280.000 LFT | 0.30000 1884.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0063 808-06716 18840.000 LFT | 0.30000 5652.00| |
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 286 -9
TABULATION OF BIDS
CALL ORDER : 286 CONTRACT ID : R -33296-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 808-74811 1570.000 LFT | 0.35000 549.50| |
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0065 808-75996 39.000 EACH | 77.00000 3003.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 80.000 EACH | 70.00000 5600.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0067 207-09935 26467.000 SYS | 25.00000 661675.00| |
SUBGRADE TREATMENT, TYPE IC | | |
0068 503-03489 2028.000 EACH | 15.00000 30420.00| |
RETROFITTED TIE BARS | | |
0069 205-06934 10.000 TON | 490.00000 4900.00| |
TEMPORARY MULCHING | | |
SECTION TOTALS | $ 3,627,501.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,627,501.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : RS-30760-C COUNTIES : WHITE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/15/11
LOCATION : ON SR 43 FROM SR 18 TO US 24 PROJECT(S) : 0500277
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1621699 CENTRAL PAVING INC $ 1,538,688.45 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,547,203.00 100.5534%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,759,714.63 114.3646%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 290 -2
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : RS-30760-C COUNTIES : WHITE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1621699 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CENTRAL PAVING INC |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 | 74800.00000 74800.00| 3600.00000 3600.00| 10500.00000 10500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 150.00000 450.00| 80.00000 240.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 50.00000 900.00| 100.00000 1800.00| 60.00000 1080.00
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 | 122127.00000 122127.00| 50400.00000 50400.00| 108748.51000 108748.51
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 20.000 LFT | 25.00000 500.00| 75.00000 1500.00| 100.00000 2000.00
GUARDRAIL, REMOVE | | |
0013 303-07449 1150.000 TON | 7.00000 8050.00| 14.00000 16100.00| 38.79000 44608.50
COMPACTED AGGREGATE, NO. 73 | | |
0014 304-07491 120.000 TON | 246.00000 29520.00| 280.00000 33600.00| 225.08000 27009.60
HMA PATCHING, TYPE C | | |
0015 306-08033 175390.000 SYS | 0.41000 71909.90| 0.65000 114003.50| 0.91000 159604.90
MILLING, ASPHALT, 1 IN | | |
0016 306-08043 1200.000 SYS | 0.01000 12.00| 1.75000 2100.00| 4.99000 5988.00
MILLING, TRANSITION | | |
0017 306-08432 6200.000 SYS | 2.65000 16430.00| 2.00000 12400.00| 1.29000 7998.00
MILLING, APPROACH | | |
0018 401-06264 LUMP | 4840.00000 4840.00| 5000.00000 5000.00| 10000.00000 10000.00
PROFILOGRAPH, HMA | | |
0019 401-07328 14500.000 TON | 60.73000 880585.00| 70.00000 1015000.00| 68.88000 998760.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 290 -3
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : RS-30760-C COUNTIES : WHITE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1621699 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CENTRAL PAVING INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 406-05520 42.000 TON | 400.00000 16800.00| 550.00000 23100.00| 525.97000 22090.74
ASPHALT FOR TACK COAT | | |
0021 604-07894 30.000 SYS | 258.03000 7740.90| 175.00000 5250.00| 195.72000 5871.60
CURB RAMP, CONCRETE, A | | |
0022 604-07897 10.000 SYS | 481.66000 4816.60| 250.00000 2500.00| 209.05000 2090.50
CURB RAMP, CONCRETE, C | | |
0023 604-07901 15.000 SYS | 272.87000 4093.05| 275.00000 4125.00| 234.84000 3522.60
CURB RAMP, CONCRETE, G | | |
0024 610-07486 500.000 TON | 138.00000 69000.00| 120.00000 60000.00| 190.58000 95290.00
HMA FOR APPROACHES, TYPE A | | |
0025 612-04315 28.000 TON | 1804.00000 50512.00| 1719.00000 48132.00| 1804.00000 50512.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0026 612-60410 465.000 EACH | 11.80000 5487.00| 11.60000 5394.00| 11.80000 5487.00
DRILLED HOLE FOR UNDERSEAL | | |
0027 628-09402 6.000 MOS | 2100.00000 12600.00| 2500.00000 15000.00| 3030.70000 18184.20
FIELD OFFICE, B | | |
0028 628-09407 12.000 MOS | 200.00000 2400.00| 425.00000 5100.00| 448.00000 5376.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0029 720-06525 2.000 EACH | 500.00000 1000.00| 675.00000 1350.00| 516.42000 1032.84
CASTING, ADJUST TO GRADE, MONUMENT | | |
0030 720-94840 1.000 EACH | 200.00000 200.00| 450.00000 450.00| 258.21000 258.21
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0031 725-06866 40.000 LFT | 230.00000 9200.00| 255.00000 10200.00| 314.56000 12582.40
PIPE LINER, THERMOPLASTIC, 15 IN | | |
0032 801-03290 4.000 EACH | 80.00000 320.00| 87.00000 348.00| 130.00000 520.00
CONSTRUCTION SIGN, C | | |
0033 801-06203 5170.000 LFT | 0.30000 1551.00| 0.25000 1292.50| 0.50000 2585.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0034 801-06207 5170.000 LFT | 1.05000 5428.50| 1.40000 7238.00| 1.50000 7755.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0035 801-06640 20.000 EACH | 75.00000 1500.00| 73.00000 1460.00| 107.00000 2140.00
CONSTRUCTION SIGN, A | | |
0036 801-06775 LUMP | 81832.00000 81832.00| 50000.00000 50000.00| 91931.03000 91931.03
MAINTAINING TRAFFIC | | |
0037 808-03439 470.000 LFT | 5.00000 2350.00| 4.50000 2115.00| 4.00000 1880.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK, WHITE 24" | | |
0038 808-06703 106700.000 LFT | 0.31000 33077.00| 0.28000 29876.00| 0.32000 34144.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0039 808-75240 11500.000 LFT | 0.31000 3565.00| 0.28000 3220.00| 0.32000 3680.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 290 -4
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : RS-30760-C COUNTIES : WHITE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1621699 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|CENTRAL PAVING INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 808-75245 15600.000 LFT | 0.31000 4836.00| 0.28000 4368.00| 0.32000 4992.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0041 808-75297 130.000 LFT | 5.00000 650.00| 4.50000 585.00| 4.00000 520.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0042 808-75996 790.000 EACH | 0.25000 197.50| 1.60000 1264.00| 1.60000 1264.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0043 808-75998 790.000 EACH | 11.90000 9401.00| 11.50000 9085.00| 11.90000 9401.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,538,688.45| $ 1,547,203.00| $ 1,759,714.63
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,538,688.45| $ 1,547,203.00| $ 1,759,714.63
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : RS-30456-A COUNTIES : ADAMS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/20/11
LOCATION : ON US 224 FROM 0.87 MILE EAST OF US 27 TO 7.38 MILES EAST OF PROJECT(S) : 0710947
US 27
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1145884 L I C A CONSTRUCTION $ 1,515,772.62 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,555,964.21 102.6516%
3 35-1139301 E & B PAVING INC $ 1,710,762.75 112.8641%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 300 -2
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : RS-30456-A COUNTIES : ADAMS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1139301
|L I C A CONSTRUCTION |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 | 2800.00000 2800.00| 5000.00000 5000.00| 1300.00000 1300.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 80.00000 160.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 75.00000 900.00| 36.00000 432.00| 100.00000 1200.00
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 | 75348.36000 75348.36| 76000.00000 76000.00| 85000.00000 85000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-90277 6.000 EACH | 225.00000 1350.00| 250.00000 1500.00| 250.00000 1500.00
DETECTOR HOUSING, REMOVE | | |
0014 202-93741 2.000 EACH | 800.00000 1600.00| 525.00000 1050.00| 925.00000 1850.00
GUARDRAIL END TREATMENT, REMOVE | | |
0015 207-08267 480.000 SYS | 5.05000 2424.00| 1.00000 480.00| 3.00000 1440.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0016 213-09270 46.000 CYS | 62.57000 2878.22| 65.00000 2990.00| 52.00000 2392.00
FLOWABLE BACKFILL, REMOVABLE | | |
0017 301-07448 235.000 TON | 12.35000 2902.25| 1.00000 235.00| 7.00000 1645.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-07449 3370.000 TON | 19.50000 65715.00| 5.00000 16850.00| 7.00000 23590.00
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 300 -3
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : RS-30456-A COUNTIES : ADAMS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1139301
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07491 1860.000 TON | 62.03000 115375.80| 76.24000 141806.40| 65.00000 120900.00
HMA PATCHING, TYPE C , FULL DEPTH | | |
0020 304-07491 135.000 TON | 87.37000 11794.95| 206.36000 27858.60| 65.00000 8775.00
HMA PATCHING, TYPE C , PARTIAL DEPTH | | |
0021 306-08034 15595.000 SYS | 0.35000 5458.25| 0.97000 15127.15| 0.50000 7797.50
MILLING, ASPHALT, 1 1/2 IN | | |
0022 306-08043 4050.000 SYS | 0.35000 1417.50| 0.01000 40.50| 0.50000 2025.00
MILLING, TRANSITION | | |
0023 306-08432 11900.000 SYS | 0.01000 119.00| 0.01000 119.00| 0.10000 1190.00
MILLING, APPROACH | | |
0024 306-08563 89555.000 SYS | 0.29000 25970.95| 0.35000 31344.25| 0.50000 44777.50
MILLING ASPHALT, 1 1/4 IN | | |
0025 401-06264 LUMP | 3600.00000 3600.00| 5000.00000 5000.00| 8000.00000 8000.00
PROFILOGRAPH, HMA | | |
0026 401-07328 8620.000 TON | 47.55000 409881.00| 50.42000 434620.40| 62.00000 534440.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0027 401-07392 12325.000 TON | 40.95000 504708.75| 37.13000 457627.25| 40.00000 493000.00
QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |
0028 402-07434 390.000 TON | 65.46000 25529.40| 53.79000 20978.10| 55.00000 21450.00
HMA SURFACE, TYPE C | | |
0029 402-07439 310.000 TON | 48.98000 15183.80| 42.65000 13221.50| 40.00000 12400.00
HMA INTERMEDIATE, TYPE C | | |
0030 406-05520 63.000 TON | 10.00000 630.00| 10.00000 630.00| 50.00000 3150.00
ASPHALT FOR TACK COAT | | |
0031 601-01704 1.000 EACH | 3000.00000 3000.00| 2370.00000 2370.00| 3500.00000 3500.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, MODIFIED | | |
0032 601-09238 6.000 EACH | 100.00000 600.00| 80.00000 480.00| 100.00000 600.00
HAND DIG GUARDRAIL POST HOLES | | |
0033 601-94689 1.000 EACH | 3500.00000 3500.00| 2940.00000 2940.00| 5000.00000 5000.00
GUARDRAIL END TREATMENT, OS | | |
0034 604-07900 22.000 SYS | 145.99000 3211.78| 282.84000 6222.48| 250.00000 5500.00
CURB RAMP, CONCRETE, F , MODIFIED | | |
0035 604-07901 5.000 SYS | 187.70000 938.50| 298.84000 1494.20| 250.00000 1250.00
CURB RAMP, CONCRETE, G , MODIFIED | | |
0036 604-07902 7.000 SYS | 172.06000 1204.42| 295.35000 2067.45| 250.00000 1750.00
CURB RAMP, CONCRETE, H , MODIFIED | | |
0037 610-07488 1340.000 TON | 59.60000 79864.00| 78.00000 104520.00| 123.00000 164820.00
HMA FOR APPROACHES, TYPE C | | |
0038 611-06497 7.000 EACH | 156.42000 1094.94| 125.00000 875.00| 175.00000 1225.00
MAILBOX ASSEMBLY, SINGLE | | |
0039 615-06525 5.000 EACH | 400.00000 2000.00| 446.24000 2231.20| 210.27000 1051.35
CASTING ADJUSTED TO GRADE, MONUMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 300 -4
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : RS-30456-A COUNTIES : ADAMS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1139301
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 628-09402 6.000 MOS | 1985.49000 11912.94| 1847.00000 11082.00| 1960.00000 11760.00
FIELD OFFICE, B | | |
0041 715-05049 49.000 LFT | 21.00000 1029.00| 98.61000 4831.89| 135.00000 6615.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0042 715-05051 50.000 LFT | 25.00000 1250.00| 98.26000 4913.00| 136.00000 6800.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0043 715-05119 49.000 LFT | 64.50000 3160.50| 138.34000 6778.66| 122.00000 5978.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0044 715-08306 45.000 TON | 99.08000 4458.60| 146.34000 6585.30| 43.00000 1935.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0045 715-46005 2.000 EACH | 507.84000 1015.68| 429.70000 859.40| 345.00000 690.00
PIPE END SECTION, 15 IN | | |
0046 720-44000 6.000 EACH | 494.62000 2967.72| 500.52000 3003.12| 480.30000 2881.80
CASTING, ADJUST TO GRADE | | |
0047 720-94840 1.000 EACH | 325.51000 325.51| 364.63000 364.63| 83.00000 83.00
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0048 720-99315 4.000 EACH | 391.05000 1564.20| 375.00000 1500.00| 151.00000 604.00
CATCH BASINS, CLEAN EXISTING | | |
0049 801-03290 2.000 EACH | 125.00000 250.00| 123.00000 246.00| 123.00000 246.00
CONSTRUCTION SIGN, C | | |
0050 801-06203 11350.000 LFT | 0.30000 3405.00| 0.01000 113.50| 0.10000 1135.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0051 801-06207 5700.000 LFT | 0.70000 3990.00| 0.01000 57.00| 0.10000 570.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0052 801-06216 550.000 LFT | 1.00000 550.00| 1.11000 610.50| 3.00000 1650.00
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0053 801-06218 275.000 LFT | 2.00000 550.00| 5.04000 1386.00| 5.00000 1375.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0054 801-06640 24.000 EACH | 90.00000 2160.00| 90.00000 2160.00| 90.00000 2160.00
CONSTRUCTION SIGN, A | | |
0055 801-06775 LUMP | 47000.00000 47000.00| 77663.21000 77663.21| 45300.00000 45300.00
MAINTAINING TRAFFIC | | |
0056 801-92448 1080.000 DAY | 1.00000 1080.00| 0.01000 10.80| 1.00000 1080.00
CONSTRUCTION SIGNS, MOBILE | | |
0057 805-01844 75.000 LFT | 15.00000 1125.00| 15.00000 1125.00| 15.00000 1125.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0058 805-78470 3270.000 LFT | 0.55000 1798.50| 0.55000 1798.50| 0.55000 1798.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 300 -5
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : RS-30456-A COUNTIES : ADAMS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1139301
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 805-78510 100.000 LFT | 1.45000 145.00| 1.45000 145.00| 1.45000 145.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0060 805-78785 7.000 EACH | 575.00000 4025.00| 575.00000 4025.00| 575.00000 4025.00
SIGNAL DETECTOR HOUSING | | |
0061 805-78795 1140.000 LFT | 9.20000 10488.00| 9.20000 10488.00| 9.20000 10488.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0062 808-03631 67500.000 LFT | 0.26000 17550.00| 0.26000 17550.00| 0.26000 17550.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0063 808-03632 17560.000 LFT | 0.26000 4565.60| 0.26000 4565.60| 0.26000 4565.60
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0064 808-04896 6660.000 LFT | 0.26000 1731.60| 0.26000 1731.60| 0.26000 1731.60
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
0065 808-09381 LUMP | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00
RETRO-REFLECTIVITY TESTING | | |
0066 808-74805 275.000 LFT | 12.00000 3300.00| 12.00000 3300.00| 12.00000 3300.00
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
0067 808-75996 621.000 EACH | 3.00000 1863.00| 2.72000 1689.12| 2.00000 1242.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0068 808-75998 621.000 EACH | 15.90000 9873.90| 15.90000 9873.90| 15.90000 9873.90
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0069 808-94455 130.000 LFT | 3.30000 429.00| 3.30000 429.00| 3.30000 429.00
TRANSVERSE MARKING, EPOXY, CROSSWALK | | |
LINE, 6" | | |
SECTION TOTALS | $ 1,515,772.62| $ 1,555,964.21| $ 1,710,762.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,515,772.62| $ 1,555,964.21| $ 1,710,762.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : RS-31394-A COUNTIES : BLACKFORD WELLS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/01/11
LOCATION : ON SR 3 FROM SR 18 TO SR 218 PROJECT(S) : 0800982
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,992,970.41 100.0000%
2 35-1139301 E & B PAVING INC $ 2,008,960.75 100.8023%
3 35-1145884 L I C A CONSTRUCTION $ 2,188,411.68 109.8065%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-31394-A COUNTIES : BLACKFORD WELLS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 1500.00000 1500.00| 2300.00000 2300.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| 120.00000 240.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 36.00000 432.00| 140.00000 1680.00| 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 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 | 98000.00000 98000.00| 100000.00000 100000.00| 100056.00000 100056.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-93741 4.000 EACH | 445.00000 1780.00| 500.00000 2000.00| 210.00000 840.00
GUARDRAIL END TREATMENT, REMOVE | | |
0014 207-08267 250.000 SYS | 1.00000 250.00| 3.00000 750.00| 14.00000 3500.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0015 301-07448 600.000 TON | 1.00000 600.00| 5.00000 3000.00| 10.00000 6000.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 303-07449 7050.000 TON | 5.00000 35250.00| 15.00000 105750.00| 17.00000 119850.00
COMPACTED AGGREGATE, NO. 73 | | |
0017 304-07490 2760.000 TON | 73.97000 204157.20| 60.00000 165600.00| 70.00000 193200.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0018 304-07490 535.000 TON | 100.14000 53574.90| 60.00000 32100.00| 72.00000 38520.00
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-31394-A COUNTIES : BLACKFORD WELLS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08034 3915.000 SYS | 2.12000 8299.80| 0.10000 391.50| 0.90000 3523.50
MILLING, ASPHALT, 1 1/2 IN | | |
0020 306-08043 3880.000 SYS | 0.21000 814.80| 0.10000 388.00| 0.90000 3492.00
MILLING, TRANSITION | | |
0021 306-08432 8900.000 SYS | 0.01000 89.00| 0.10000 890.00| 0.01000 89.00
MILLING, APPROACH | | |
0022 306-08563 102920.000 SYS | 0.22000 22642.40| 0.10000 10292.00| 0.35000 36022.00
MILLING ASPHALT, 1 1/4 IN | | |
0023 401-06264 LUMP | 10000.00000 10000.00| 6000.00000 6000.00| 3600.00000 3600.00
PROFILOGRAPH, HMA | | |
0024 401-07321 9060.000 TON | 47.23000 427903.80| 55.00000 498300.00| 54.00000 489240.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 401-07390 14650.000 TON | 41.13000 602554.50| 45.00000 659250.00| 46.00000 673900.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0026 402-07433 70.000 TON | 71.73000 5021.10| 48.00000 3360.00| 80.00000 5600.00
HMA SURFACE, TYPE B | | |
0027 402-07438 31.000 TON | 67.50000 2092.50| 48.00000 1488.00| 75.00000 2325.00
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 70.000 TON | 10.00000 700.00| 50.00000 3500.00| 10.00000 700.00
ASPHALT FOR TACK COAT | | |
0029 601-02241 125.000 LFT | 5.00000 625.00| 2.00000 250.00| 2.00000 250.00
GUARDRAIL, REMOVE | | |
0030 601-03467 4.000 EACH | 120.00000 480.00| 225.00000 900.00| 235.00000 940.00
ALUMINUM TO STEEL SPLICE CONNECTOR, | | |
TYPE A S | | |
0031 601-09238 24.000 EACH | 75.00000 1800.00| 80.00000 1920.00| 84.00000 2016.00
HAND DIG GUARDRAIL POST HOLES | | |
0032 601-94689 4.000 EACH | 2630.00000 10520.00| 2000.00000 8000.00| 2800.00000 11200.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 100.000 LFT | 18.00000 1800.00| 25.00000 2500.00| 26.00000 2600.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0034 610-07487 1800.000 TON | 25.00000 45000.00| 50.00000 90000.00| 70.00000 126000.00
HMA FOR APPROACHES, TYPE B | | |
0035 611-06497 3.000 EACH | 195.00000 585.00| 100.00000 300.00| 160.00000 480.00
MAILBOX ASSEMBLY, SINGLE | | |
0036 612-04315 135.000 TON | 1560.00000 210600.00| 1560.00000 210600.00| 1645.00000 222075.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0037 612-05081 2.000 EACH | 9105.00000 18210.00| 9105.00000 18210.00| 9600.00000 19200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0038 612-60410 2215.000 EACH | 9.80000 21707.00| 9.80000 21707.00| 10.00000 22150.00
DRILLED HOLE FOR UNDERSEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-31394-A COUNTIES : BLACKFORD WELLS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 615-06527 13.000 EACH | 360.29000 4683.77| 280.00000 3640.00| 580.00000 7540.00
MONUMENT, SECTION CORNER | | |
0040 628-09402 6.000 MOS | 1847.00000 11082.00| 1500.00000 9000.00| 2000.00000 12000.00
FIELD OFFICE, B | | |
0041 801-03290 2.000 EACH | 118.00000 236.00| 118.00000 236.00| 125.00000 250.00
CONSTRUCTION SIGN, C | | |
0042 801-06203 8460.000 LFT | 0.01000 84.60| 0.50000 4230.00| 0.32000 2707.20
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0043 801-06207 4230.000 LFT | 0.01000 42.30| 0.50000 2115.00| 0.74000 3130.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0044 801-06216 350.000 LFT | 1.14000 399.00| 1.70000 595.00| 1.00000 350.00
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0045 801-06218 175.000 LFT | 5.04000 882.00| 3.00000 525.00| 2.00000 350.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0046 801-06640 28.000 EACH | 106.00000 2968.00| 106.00000 2968.00| 110.00000 3080.00
CONSTRUCTION SIGN, A | | |
0047 801-06775 LUMP | 141527.69000 141527.69| 3300.00000 3300.00| 35494.53000 35494.53
MAINTAINING TRAFFIC | | |
0048 801-92448 1080.000 DAY | 0.01000 10.80| 1.00000 1080.00| 1.00000 1080.00
CONSTRUCTION SIGNS, MOBILE | | |
0049 808-03631 77000.000 LFT | 0.26000 20020.00| 0.26000 20020.00| 0.27000 20790.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0050 808-03632 19850.000 LFT | 0.26000 5161.00| 0.26000 5161.00| 0.27000 5359.50
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0051 808-04896 8750.000 LFT | 0.26000 2275.00| 0.26000 2275.00| 0.27000 2362.50
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
0052 808-09381 LUMP | 850.00000 850.00| 850.00000 850.00| 850.00000 850.00
RETRO-REFLECTIVITY TESTING | | |
0053 808-74805 175.000 LFT | 11.95000 2091.25| 11.95000 2091.25| 11.95000 2091.25
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
SECTION TOTALS | $ 1,992,970.41| $ 2,008,960.75| $ 2,188,411.68
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,992,970.41| $ 2,008,960.75| $ 2,188,411.68
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : RS-32005-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/12/11
LOCATION : ON SR 236 FROM SR 75 TO SR 39 PROJECT(S) : 0900203
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 1,574,000.00 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,038,000.00 129.4790%
3 35-1139301 E & B PAVING INC $ 2,053,096.17 130.4381%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32005-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |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 | 7000.00000 7000.00| 1400.00000 1400.00| 1400.00000 1400.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 160.00000 320.00| 100.00000 200.00| 75.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 100.00000 3000.00| 100.00000 3000.00| 60.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 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 | 68000.00000 68000.00| 100000.00000 100000.00| 102000.00000 102000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02278 50.000 LFT | 23.00000 1150.00| 13.00000 650.00| 24.00000 1200.00
CURB, CONCRETE, REMOVE | | |
0013 202-52710 18.000 SYS | 40.00000 720.00| 18.00000 324.00| 72.00000 1296.00
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-93741 6.000 EACH | 495.00000 2970.00| 220.00000 1320.00| 220.00000 1320.00
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-02070 120.000 CYS | 35.00000 4200.00| 40.00000 4800.00| 55.00000 6600.00
BORROW | | |
0016 203-08607 600.000 LFT | 12.00000 7200.00| 8.00000 4800.00| 8.00000 4800.00
LINEAR GRADING | | |
0017 301-07448 3240.000 TON | 12.00000 38880.00| 50.00000 162000.00| 15.00000 48600.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-01180 300.000 TON | 23.00000 6900.00| 38.00000 11400.00| 25.00000 7500.00
COMPACTED AGGREGATE, NO. 53 | | |
0019 303-07449 4020.000 TON | 13.00000 52260.00| 13.50000 54270.00| 15.00000 60300.00
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32005-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 304-07490 6820.000 TON | 66.00000 450120.00| 95.00000 647900.00| 75.00000 511500.00
HMA PATCHING, TYPE B | | |
0021 306-08034 2600.000 SYS | 1.00000 2600.00| 0.65000 1690.00| 2.00000 5200.00
MILLING, ASPHALT, 1 1/2 IN | | |
0022 306-08042 103300.000 SYS | 0.60000 61980.00| 0.50000 51650.00| 2.00000 206600.00
MILLING, SCARIFICATION/PROFILE | | |
0023 306-08043 1760.000 SYS | 1.00000 1760.00| 0.85000 1496.00| 2.00000 3520.00
MILLING, TRANSITION | | |
0024 306-08432 8800.000 SYS | 2.50000 22000.00| 2.00000 17600.00| 2.00000 17600.00
MILLING, APPROACH | | |
0025 401-06264 LUMP | 2000.00000 2000.00| 3086.38000 3086.38| 15000.00000 15000.00
PROFILOGRAPH, HMA | | |
0026 401-07321 8900.000 TON | 52.00000 462800.00| 52.00000 462800.00| 75.00000 667500.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0027 406-05520 45.000 TON | 480.00000 21600.00| 500.00000 22500.00| 400.00000 18000.00
ASPHALT FOR TACK COAT | | |
0028 601-02241 300.000 LFT | 3.00000 900.00| 4.00000 1200.00| 4.00000 1200.00
GUARDRAIL, REMOVE | | |
0029 601-94689 6.000 EACH | 2430.00000 14580.00| 2600.00000 15600.00| 2600.00000 15600.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 300.000 LFT | 20.00000 6000.00| 18.00000 5400.00| 18.00000 5400.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 604-06367 25.000 LFT | 30.00000 750.00| 2.00000 50.00| 1.00000 25.00
JOINT MATERIAL | | |
0032 604-07899 18.000 SYS | 125.00000 2250.00| 150.00000 2700.00| 185.00000 3330.00
CURB RAMP, CONCRETE, E | | |
0033 605-06120 20.000 LFT | 95.00000 1900.00| 100.00000 2000.00| 36.50000 730.00
CURB, CONCRETE | | |
0034 610-07487 726.000 TON | 90.00000 65340.00| 95.00000 68970.00| 125.00000 90750.00
HMA FOR APPROACHES, TYPE B | | |
0035 615-06505 4.000 EACH | 700.00000 2800.00| 1265.00000 5060.00| 665.00000 2660.00
MONUMENT, B | | |
0036 615-06525 2.000 EACH | 870.00000 1740.00| 1450.00000 2900.00| 850.00000 1700.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0037 615-06527 2.000 EACH | 600.00000 1200.00| 1200.00000 2400.00| 600.00000 1200.00
MONUMENT, SECTION CORNER | | |
0038 621-01004 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06559 2000.000 SYS | 0.85000 1700.00| 0.85000 1700.00| 0.85000 1700.00
MULCHED SEEDING, R | | |
0040 628-09402 15.000 MOS | 2000.00000 30000.00| 2300.00000 34500.00| 2500.00000 37500.00
FIELD OFFICE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 320 -4
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32005-A COUNTIES : HENDRICKS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 628-09407 15.000 MOS | 190.00000 2850.00| 200.00000 3000.00| 225.00000 3375.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0042 801-03290 12.000 EACH | 190.00000 2280.00| 188.00000 2256.00| 188.00000 2256.00
CONSTRUCTION SIGN, C | | |
0043 801-06203 4200.000 LFT | 0.60000 2520.00| 0.70000 2940.00| 0.20000 840.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06207 159100.000 LFT | 0.80000 127280.00| 1.10000 175010.00| 0.01000 1591.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06640 44.000 EACH | 150.00000 6600.00| 144.00000 6336.00| 144.00000 6336.00
CONSTRUCTION SIGN, A | | |
0047 801-06775 LUMP | 17479.95000 17479.95| 80000.00000 80000.00| 127000.00000 127000.00
MAINTAINING TRAFFIC | | |
0048 808-03631 830.000 LFT | 1.00000 830.00| 1.00000 830.00| 1.00000 830.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0049 808-03632 830.000 LFT | 1.00000 830.00| 1.00000 830.00| 1.00000 830.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0050 808-06703 82500.000 LFT | 0.33000 27225.00| 0.33000 27225.00| 0.33000 27225.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0051 808-06716 1660.000 LFT | 0.80000 1328.00| 0.75000 1245.00| 0.75000 1245.00
LINE, REMOVE | | |
0052 808-75240 2950.000 LFT | 0.33000 973.50| 0.33000 973.50| 0.33000 973.50
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0053 808-75245 69400.000 LFT | 0.33000 22902.00| 0.33000 22902.00| 0.33000 22902.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0054 808-75297 15.000 LFT | 20.00000 300.00| 20.00000 300.00| 20.00000 300.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0055 808-75996 1037.000 EACH | 0.15000 155.55| 5.00000 5185.00| 0.15000 155.55
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0056 808-75998 1037.000 EACH | 12.00000 12444.00| 11.76000 12195.12| 11.76000 12195.12
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0057 801-06218 15.000 LFT | 5.00000 75.00| 6.60000 99.00| 3.60000 54.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
SECTION TOTALS | $ 1,574,000.00| $ 2,038,000.00| $ 2,053,096.17
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,574,000.00| $ 2,038,000.00| $ 2,053,096.17
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : RS-32006-A COUNTIES : WARREN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/08/11
LOCATION : ON SR 263 FROM SOUTH JCT. OF SR 63 TO NORTH JCT. OF SR 63 PROJECT(S) : 0900204
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,835,165.22 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 2,965,965.95 104.6135%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 330 -2
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : RS-32006-A COUNTIES : WARREN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |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 | 3955.08000 3955.08| 4000.00000 4000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 100.00000 100.00| 75.00000 75.00|
RADIO | | |
0003 105-08520 1.000 EACH | 100.00000 100.00| 75.00000 75.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 10.000 MOS | 60.00000 600.00| 100.00000 1000.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 10.000 MOS | 60.00000 600.00| 100.00000 1000.00|
RADIO ONLY SERVICE | | |
0006 105-08524 1.000 DOL | 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|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 40057.75000 40057.75| 120130.00000 120130.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-93741 21.000 EACH | 649.10000 13631.10| 515.00000 10815.00|
GUARDRAIL END TREATMENT, REMOVE | | |
0015 203-02070 105.000 CYS | 33.06000 3471.30| 105.00000 11025.00|
BORROW | | |
0016 203-08607 68460.000 LFT | 0.72000 49291.20| 1.10000 75306.00|
LINEAR GRADING | | |
0017 303-01180 1050.000 TON | 16.68000 17514.00| 29.00000 30450.00|
COMPACTED AGGREGATE, NO. 53 | | |
0018 303-07449 150.000 TON | 39.33000 5899.50| 58.00000 8700.00|
COMPACTED AGGREGATE, NO. 73 | | |
0019 306-08034 1985.000 SYS | 2.46000 4883.10| 5.00000 9925.00|
MILLING, ASPHALT, 1 1/2 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 330 -3
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : RS-32006-A COUNTIES : WARREN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08037 159429.000 SYS | 0.21000 33480.09| 1.50000 239143.50|
MILLING, ASPHALT, 3 IN | | |
0021 306-08043 4312.000 SYS | 1.39000 5993.68| 2.00000 8624.00|
MILLING, TRANSITION | | |
0022 306-08432 8212.000 SYS | 0.17000 1396.04| 0.50000 4106.00|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 6176.56000 6176.56| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0024 401-07321 13672.000 TON | 58.35000 797761.20| 53.00000 724616.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 401-07390 26306.000 TON | 55.34000 1455774.04| 49.00000 1288994.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0026 406-05520 81.500 TON | 457.88000 37317.22| 530.00000 43195.00|
ASPHALT FOR TACK COAT | | |
0027 601-02241 975.000 LFT | 2.50000 2437.50| 2.50000 2437.50|
GUARDRAIL, REMOVE | | |
0028 601-94689 21.000 EACH | 3511.38000 73738.98| 2515.00000 52815.00|
GUARDRAIL END TREATMENT, OS | | |
0029 601-99105 1025.000 LFT | 17.38000 17814.50| 17.40000 17835.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0030 610-07487 677.000 TON | 106.65000 72202.05| 135.00000 91395.00|
HMA FOR APPROACHES, TYPE B | | |
0031 615-06505 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
MONUMENT, B | | |
0032 615-06527 3.000 EACH | 1200.00000 3600.00| 1200.00000 3600.00|
MONUMENT, SECTION CORNER | | |
0033 628-09402 10.000 MOS | 2173.49000 21734.90| 2300.00000 23000.00|
FIELD OFFICE, B | | |
0034 628-09407 10.000 MOS | 224.00000 2240.00| 250.00000 2500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0035 801-03290 6.000 EACH | 109.00000 654.00| 110.00000 660.00|
CONSTRUCTION SIGN, C | | |
0036 801-06203 6507.000 LFT | 0.42000 2732.94| 0.30000 1952.10|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0037 801-06207 6507.000 LFT | 1.25000 8133.75| 1.25000 8133.75|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0038 801-06640 46.000 EACH | 103.30000 4751.80| 104.00000 4784.00|
CONSTRUCTION SIGN, A | | |
0039 801-06775 LUMP | 62540.54000 62540.54| 86000.00000 86000.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 330 -4
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : RS-32006-A COUNTIES : WARREN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 808-03631 40.000 LFT | 50.00000 2000.00| 50.00000 2000.00|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0041 808-03632 20.000 LFT | 50.00000 1000.00| 50.00000 1000.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0042 808-04896 5.000 LFT | 50.00000 250.00| 50.00000 250.00|
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
0043 808-06703 128459.000 LFT | 0.30000 38537.70| 0.30000 38537.70|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0044 808-06716 65.000 LFT | 10.00000 650.00| 10.00000 650.00|
LINE, REMOVE | | |
0045 808-75240 11143.000 LFT | 0.30000 3342.90| 0.30000 3342.90|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0046 808-75245 64400.000 LFT | 0.30000 19320.00| 0.30000 19320.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0047 808-75297 12.000 LFT | 20.00000 240.00| 20.00000 240.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0048 808-75340 1.000 EACH | 500.00000 500.00| 500.00000 500.00|
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0049 808-75996 1310.000 EACH | 0.15000 196.50| 0.15000 196.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0050 808-75998 1310.000 EACH | 12.93000 16938.30| 13.00000 17030.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,835,165.22| $ 2,965,965.95| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,835,165.22| $ 2,965,965.95| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : RS-32007-A COUNTIES : CLINTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/31/11
LOCATION : ON SR 38 FROM SR 39 TO US 421 PROJECT(S) : 0900206
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,941,595.00 100.0000%
2 35-1139301 E & B PAVING INC $ 1,943,316.00 100.0886%
3 35-1917625 MILESTONE CONTRACTORS LP $ 1,948,733.00 100.3676%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 340 -2
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : RS-32007-A COUNTIES : CLINTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |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 | 3100.00000 3100.00| 1500.00000 1500.00| 2400.00000 2400.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 77.00000 154.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 100.00000 1600.00| 61.00000 976.00| 100.00000 1600.00
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 | 37877.60000 37877.60| 97000.00000 97000.00| 70000.00000 70000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02278 16.000 LFT | 92.00000 1472.00| 45.00000 720.00| 33.00000 528.00
CURB, CONCRETE, REMOVE | | |
0013 202-52710 15.100 SYS | 98.00000 1479.80| 50.00000 755.00| 35.00000 528.50
SIDEWALK, CONCRETE, REMOVE | | |
0014 203-08607 44200.000 LFT | 1.44000 63648.00| 1.15000 50830.00| 1.06000 46852.00
LINEAR GRADING | | |
0015 301-07448 1010.000 TON | 21.05000 21260.50| 20.00000 20200.00| 26.00000 26260.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 304-07491 1500.000 TON | 86.80000 130200.00| 86.00000 129000.00| 94.00000 141000.00
HMA PATCHING, TYPE C | | |
0017 306-08034 7500.000 SYS | 0.90000 6750.00| 1.00000 7500.00| 1.05000 7875.00
MILLING, ASPHALT, 1 1/2 IN | | |
0018 306-08043 6000.000 SYS | 0.79000 4740.00| 1.00000 6000.00| 0.90000 5400.00
MILLING, TRANSITION | | |
0019 306-08432 6560.000 SYS | 1.36000 8921.60| 3.30000 21648.00| 1.60000 10496.00
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 340 -3
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : RS-32007-A COUNTIES : CLINTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08563 100850.000 SYS | 0.64000 64544.00| 1.00000 100850.00| 0.65000 65552.50
MILLING ASPHALT, 1 1/4 IN | | |
0021 401-06264 LUMP | 2100.00000 2100.00| 6000.00000 6000.00| 5400.00000 5400.00
PROFILOGRAPH, HMA | | |
0022 401-07328 9450.000 TON | 63.40000 599130.00| 65.00000 614250.00| 58.00000 548100.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0023 401-07398 14700.000 TON | 46.50000 683550.00| 48.00000 705600.00| 45.00000 661500.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0024 406-05520 78.000 TON | 490.00000 38220.00| 40.00000 3120.00| 540.00000 42120.00
ASPHALT FOR TACK COAT | | |
0025 604-06367 36.000 LFT | 1.00000 36.00| 10.00000 360.00| 1.50000 54.00
JOINT MATERIAL | | |
0026 604-07894 7.000 SYS | 163.00000 1141.00| 200.00000 1400.00| 275.00000 1925.00
CURB RAMP, CONCRETE, A | | |
0027 604-07897 8.100 SYS | 145.00000 1174.50| 200.00000 1620.00| 350.00000 2835.00
CURB RAMP, CONCRETE, C | | |
0028 610-07488 1000.000 TON | 121.00000 121000.00| 65.00000 65000.00| 130.00000 130000.00
HMA FOR APPROACHES, TYPE C | | |
0029 615-06505 2.000 EACH | 1200.00000 2400.00| 1200.00000 2400.00| 2150.00000 4300.00
MONUMENT, B | | |
0030 621-06567 1.000 kGAL | 15.00000 15.00| 15.00000 15.00| 20.00000 20.00
WATER | | |
0031 621-06575 12.000 SYS | 130.00000 1560.00| 129.00000 1548.00| 142.00000 1704.00
SODDING, NURSERY | | |
0032 628-09401 8.000 MOS | 2000.00000 16000.00| 2000.00000 16000.00| 2300.00000 18400.00
FIELD OFFICE, A | | |
0033 801-03290 8.000 EACH | 188.00000 1504.00| 110.00000 880.00| 100.00000 800.00
CONSTRUCTION SIGN, C | | |
0034 801-06203 9240.000 LFT | 0.20000 1848.00| 0.25000 2310.00| 0.20000 1848.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-06207 4620.000 LFT | 2.20000 10164.00| 1.15000 5313.00| 1.20000 5544.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0036 801-06640 50.000 EACH | 144.00000 7200.00| 90.00000 4500.00| 92.00000 4600.00
CONSTRUCTION SIGN, A | | |
0037 801-06775 LUMP | 56750.00000 56750.00| 23300.00000 23300.00| 82000.00000 82000.00
MAINTAINING TRAFFIC | | |
0038 808-03631 690.000 LFT | 1.60000 1104.00| 3.00000 2070.00| 3.00000 2070.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0039 808-03632 420.000 LFT | 1.60000 672.00| 3.00000 1260.00| 3.00000 1260.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0040 808-04896 35.000 LFT | 1.60000 56.00| 3.00000 105.00| 3.00000 105.00
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 340 -4
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : RS-32007-A COUNTIES : CLINTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-06703 88100.000 LFT | 0.31000 27311.00| 0.30000 26430.00| 0.30000 26430.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0042 808-06716 1150.000 LFT | 1.15000 1322.50| 1.00000 1150.00| 1.00000 1150.00
LINE, REMOVE | | |
0043 808-75240 9250.000 LFT | 0.31000 2867.50| 0.30000 2775.00| 0.30000 2775.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0044 808-75245 22500.000 LFT | 0.31000 6975.00| 0.30000 6750.00| 0.30000 6750.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0045 808-75297 35.000 LFT | 10.00000 350.00| 10.00000 350.00| 10.00000 350.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0046 808-75300 80.000 LFT | 4.00000 320.00| 5.00000 400.00| 5.00000 400.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0047 808-75996 800.000 EACH | 0.05000 40.00| 0.05000 40.00| 4.75000 3800.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0048 808-75998 800.000 EACH | 13.73000 10984.00| 13.73000 10984.00| 17.30000 13840.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,941,595.00| $ 1,943,316.00| $ 1,948,733.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,941,595.00| $ 1,943,316.00| $ 1,948,733.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : RS-32886-A COUNTIES : FAYETTE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/15/11
LOCATION : ON SR 44 FROM WEST CITY LIMITS OF CONNERSVILLE TO EAST CITY PROJECT(S) : 0901863
LIMITS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 323,939.10 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 346,411.18 106.9371%
3 35-1917625 MILESTONE CONTRACTORS LP $ 491,043.16 151.5850%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 350 -2
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : RS-32886-A COUNTIES : FAYETTE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE OMARA CONTRACTOR INC |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 | 1200.00000 1200.00| 1000.00000 1000.00| 1350.00000 1350.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 90.00000 180.00| 300.00000 600.00| 75.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 28.000 MOS | 115.00000 3220.00| 80.00000 2240.00| 55.00000 1540.00
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 | 9500.00000 9500.00| 5000.00000 5000.00| 24000.00000 24000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 303-07449 216.000 TON | 37.00000 7992.00| 55.00000 11880.00| 16.75000 3618.00
COMPACTED AGGREGATE, NO. 73 | | |
0014 305-60400 10.000 TON | 50.00000 500.00| 20.00000 200.00| 40.00000 400.00
COMPACTED AGGREGATE FOR PATCHING | | |
0015 306-08042 49800.000 SYS | 0.50000 24900.00| 0.45000 22410.00| 1.00000 49800.00
MILLING, SCARIFICATION/PROFILE | | |
0016 306-08043 1350.000 SYS | 1.00000 1350.00| 0.45000 607.50| 2.50000 3375.00
MILLING, TRANSITION | | |
0017 306-08432 450.000 SYS | 3.50000 1575.00| 10.00000 4500.00| 5.00000 2250.00
MILLING, APPROACH | | |
0018 401-09970 30.000 TON | 170.00000 5100.00| 200.00000 6000.00| 150.00000 4500.00
QC/QA-HMA, 2, 64, SURFACE, 4.75 mm , | | |
FOR APPROACHES | | |
0019 401-09970 2100.000 TON | 65.00000 136500.00| 71.00000 149100.00| 81.50000 171150.00
QC/QA-HMA, 2, 64, SURFACE, 4.75 mm , | | |
FOR MAINLINE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 350 -3
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : RS-32886-A COUNTIES : FAYETTE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 506-06333 50.000 SYS | 150.00000 7500.00| 120.00000 6000.00| 325.00000 16250.00
PCCP PATCHING, FULL DEPTH | | |
0021 628-09402 8.000 MOS | 1600.00000 12800.00| 750.00000 6000.00| 1700.00000 13600.00
FIELD OFFICE, B | | |
0022 628-09407 8.000 MOS | 115.00000 920.00| 100.00000 800.00| 100.00000 800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0023 720-44000 8.000 EACH | 475.00000 3800.00| 500.00000 4000.00| 510.00000 4080.00
CASTING, ADJUST TO GRADE | | |
0024 801-03290 2.000 EACH | 260.00000 520.00| 215.00000 430.00| 168.00000 336.00
CONSTRUCTION SIGN, C | | |
0025 801-06207 1102.000 LFT | 1.30000 1432.60| 0.50000 551.00| 2.40000 2644.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06211 11.000 EACH | 60.00000 660.00| 20.00000 220.00| 67.00000 737.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0027 801-06212 6.000 EACH | 130.00000 780.00| 20.00000 120.00| 125.00000 750.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (ONLY) | | |
0028 801-06213 2.000 EACH | 300.00000 600.00| 20.00000 40.00| 470.00000 940.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (RXR) | | |
0029 801-06214 200.000 LFT | 1.40000 280.00| 2.50000 500.00| 1.55000 310.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
6 IN | | |
0030 801-06640 38.000 EACH | 150.00000 5700.00| 160.00000 6080.00| 235.00000 8930.00
CONSTRUCTION SIGN, A | | |
0031 801-06710 240.000 DAY | 17.00000 4080.00| 12.00000 2880.00| 10.00000 2400.00
FLASHING ARROW SIGN | | |
0032 801-06775 LUMP | 32300.00000 32300.00| 30000.00000 30000.00| 43348.00000 43348.00
MAINTAINING TRAFFIC | | |
0033 808-06703 22326.000 LFT | 0.32000 7144.32| 0.42000 9376.92| 0.34000 7590.84
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0034 808-75240 1344.000 LFT | 0.31000 416.64| 0.42000 564.48| 0.34000 456.96
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0035 808-75245 13034.000 LFT | 0.31000 4040.54| 0.42000 5474.28| 0.34000 4431.56
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0036 808-75297 100.000 LFT | 4.50000 450.00| 6.50000 650.00| 3.55000 355.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 350 -4
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : RS-32886-A COUNTIES : FAYETTE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-75300 100.000 LFT | 2.50000 250.00| 2.50000 250.00| 0.90000 90.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0038 808-75320 11.000 EACH | 95.00000 1045.00| 110.00000 1210.00| 56.00000 616.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0039 808-75325 6.000 EACH | 126.00000 756.00| 130.00000 780.00| 77.00000 462.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0040 808-75340 2.000 EACH | 450.00000 900.00| 460.00000 920.00| 305.00000 610.00
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0041 808-75350 2.000 EACH | 500.00000 1000.00| 260.00000 520.00| 305.00000 610.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
(SCHOOL) | | |
0042 304-07490 655.000 TON | 68.00000 44540.00| 100.00000 65500.00| 181.00000 118555.00
HMA PATCHING, TYPE B | | |
SECTION TOTALS | $ 323,939.10| $ 346,411.18| $ 491,043.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 323,939.10| $ 346,411.18| $ 491,043.16
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : RS-33071-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/05/11
LOCATION : ON SR 43 FROM 0.25 MILE NORTH OF US 231 TO PROJECT(S) : 0900183
0.38 MILE SOUTH OF I-65
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,136,193.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,520,129.70 133.7915%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 360 -2
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : RS-33071-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |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 | 3500.00000 3500.00| 4000.00000 4000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 105.00000 315.00| 80.00000 240.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 105.00000 2520.00| 105.00000 2520.00|
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 | 56809.65000 56809.65| 71000.00000 71000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-93741 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00|
GUARDRAIL END TREATMENT, REMOVE | | |
0013 203-02070 30.000 CYS | 28.00000 840.00| 148.00000 4440.00|
BORROW , FOR G.R.E.T. UPGRADE | | |
0014 203-08607 25869.000 LFT | 0.80000 20695.20| 0.70000 18108.30|
LINEAR GRADING , FOR CMPACTED SHOULDER | | |
0015 203-08607 600.000 LFT | 13.47000 8082.00| 6.80000 4080.00|
LINEAR GRADING , FOR G.R.E.T. UPGRADE | | |
0016 303-01180 600.000 TON | 15.60000 9360.00| 32.00000 19200.00|
COMPACTED AGGREGATE, NO. 53 | | |
0017 303-07449 100.000 TON | 45.76000 4576.00| 49.00000 4900.00|
COMPACTED AGGREGATE, NO. 73 | | |
0018 304-07491 4579.000 TON | 75.00000 343425.00| 111.00000 508269.00|
HMA PATCHING, TYPE C | | |
0019 306-08033 83141.000 SYS | 0.21000 17459.61| 0.65000 54041.65|
MILLING, ASPHALT, 1 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 360 -3
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : RS-33071-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08034 10517.000 SYS | 0.34000 3575.78| 0.90000 9465.30|
MILLING, ASPHALT, 1 1/2 IN | | |
0021 306-08043 530.000 SYS | 3.57000 1892.10| 6.45000 3418.50|
MILLING, TRANSITION | | |
0022 306-08432 7167.000 SYS | 1.41000 10105.47| 2.50000 17917.50|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 2202.00000 2202.00| 2000.00000 2000.00|
PROFILOGRAPH, HMA | | |
0024 401-07328 7782.000 TON | 59.36000 461939.52| 65.00000 505830.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0025 406-05520 25.000 TON | 500.00000 12500.00| 570.00000 14250.00|
ASPHALT FOR TACK COAT | | |
0026 601-02241 244.000 LFT | 6.00000 1464.00| 6.00000 1464.00|
GUARDRAIL, REMOVE | | |
0027 601-93346 4.000 EACH | 150.00000 600.00| 150.00000 600.00|
GUARDRAIL CONNECTOR, AS | | |
0028 601-94689 6.000 EACH | 2665.00000 15990.00| 2650.00000 15900.00|
GUARDRAIL END TREATMENT, OS | | |
0029 601-99105 50.000 LFT | 18.50000 925.00| 18.50000 925.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0030 601-99133 2.000 EACH | 100.00000 200.00| 100.00000 200.00|
GUARDRAIL TRANSITION VH, 12FT-6 IN | | |
SPACING | | |
0031 608-04395 100.000 TON | 41.20000 4120.00| 50.00000 5000.00|
AGGREGATE FOR SHOULDER DRAINS , | | |
UNDISTRIBUTED | | |
0032 610-07488 591.000 TON | 98.74000 58355.34| 135.00000 79785.00|
HMA FOR APPROACHES, TYPE C | | |
0033 615-06525 5.000 EACH | 300.00000 1500.00| 1000.00000 5000.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0034 628-09402 8.000 MOS | 2242.00000 17936.00| 2700.00000 21600.00|
FIELD OFFICE, B | | |
0035 628-09407 8.000 MOS | 200.00000 1600.00| 400.00000 3200.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0036 801-03290 4.000 EACH | 145.00000 580.00| 215.00000 860.00|
CONSTRUCTION SIGN, C | | |
0037 801-06203 3566.000 LFT | 0.20000 713.20| 0.15000 534.90|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0038 801-06207 3566.000 LFT | 2.01000 7167.66| 1.15000 4100.90|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 360 -4
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : RS-33071-A COUNTIES : TIPPECANOE
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 801-06640 21.000 EACH | 120.00000 2520.00| 125.00000 2625.00|
CONSTRUCTION SIGN, A | | |
0040 801-06775 LUMP | 10970.19000 10970.19| 84000.00000 84000.00|
MAINTAINING TRAFFIC | | |
0041 805-78470 1200.000 LFT | 0.30000 360.00| 0.30000 360.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0042 805-78795 400.000 LFT | 7.00000 2800.00| 7.00000 2800.00|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0043 808-03631 1160.000 LFT | 0.45000 522.00| 2.50000 2900.00|
LINE, EPOXY, SOLID, WHITE, 4 IN , FOR | | |
CONCRETE STRUCTURES | | |
0044 808-03632 242.000 LFT | 0.45000 108.90| 2.50000 605.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN , FOR | | |
CONCRETE STRUCTURES | | |
0045 808-06701 140.000 LFT | 1.25000 175.00| 2.50000 350.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0046 808-06703 50480.000 LFT | 0.35000 17668.00| 0.30000 15144.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0047 808-06716 1402.000 LFT | 0.85000 1191.70| 1.00000 1402.00|
LINE, REMOVE , FOR CONCRETE STRUCTURES | | |
0048 808-75240 3270.000 LFT | 0.35000 1144.50| 0.30000 981.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0049 808-75245 31413.000 LFT | 0.35000 10994.55| 0.30000 9423.90|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0050 808-75297 56.000 LFT | 7.95000 445.20| 10.00000 560.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0051 808-75300 72.000 LFT | 1.98000 142.56| 4.00000 288.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0052 808-75320 3.000 EACH | 95.00000 285.00| 100.00000 300.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0053 808-75996 844.000 EACH | 0.10000 84.40| 0.10000 84.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0054 808-75998 844.000 EACH | 14.88000 12558.72| 14.90000 12575.60|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0055 808-95638 1965.000 SFT | 0.95000 1866.75| 0.75000 1473.75|
CENTER CURB PAINTING | | |
SECTION TOTALS | $ 1,136,193.00| $ 1,520,129.70| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,136,193.00| $ 1,520,129.70| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 07/15/11
LOCATION : ON ELKINSVILLE ROAD OVER GRAVEL CREEK PROJECT(S) : 0321001
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 518,255.32 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 536,223.59 103.4671%
3 35-1917625 MILESTONE CONTRACTORS LP $ 551,171.00 106.3512%
4 35-1357381 DAVE OMARA CONTRACTOR INC $ 562,753.41 108.5861%
5 35-1673827 H E HENDERSON INC $ 563,245.65 108.6811%
6 35-1801998 CLR INC $ 564,581.02 108.9388%
7 35-2036607 R L VUCKSON EXCAVATING INC $ 613,841.42 118.4438%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 659,921.24 127.3352%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1917625
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP
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 | 5000.00000 5000.00| 4400.00000 4400.00| 5300.00000 5300.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 2500.00000 2500.00| 12065.92000 12065.92| 4000.00000 4000.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 25000.00000 25000.00| 26814.31000 26814.31| 27000.00000 27000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 12500.00000 12500.00| 11300.00000 11300.00| 12500.00000 12500.00
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 25000.00000 25000.00| 33633.93000 33633.93| 13000.00000 13000.00
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 425.000 m3 | 10.00000 4250.00| 15.07000 6404.75| 27.00000 11475.00
EXCAVATION, COMMON | | |
0013 203-02070 1295.000 m3 | 15.00000 19425.00| 21.04000 27246.80| 16.00000 20720.00
BORROW | | |
0014 205-06936 33.900 Mg | 25.00000 847.50| 48.68000 1650.25| 75.00000 2542.50
TEMPORARY SEDIMENT TRAP | | |
0015 205-06937 410.000 m | 4.00000 1640.00| 4.00000 1640.00| 4.10000 1681.00
TEMPORARY SILT FENCE | | |
0016 207-08266 1604.900 m2 | 6.00000 9629.40| 7.74000 12421.93| 6.50000 10431.85
SUBGRADE TREATMENT, TYPE III | | |
0017 211-06467 14.400 m3 | 50.00000 720.00| 172.43000 2482.99| 175.00000 2520.00
AGGREGATE FOR END BENT BACKFILL | | |
0018 211-09264 1.000 m3 | 100.00000 100.00| 183.92000 183.92| 50.00000 50.00
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1917625
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 1437.000 Mg | 20.00000 28740.00| 25.19000 36198.03| 18.50000 26584.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 13.800 m3 | 50.00000 690.00| 188.80000 2605.44| 250.00000 3450.00
DENSE GRADED SUBBASE | | |
0021 306-08043 282.900 m2 | 2.00000 565.80| 15.33000 4336.86| 15.30000 4328.37
MILLING, TRANSITION | | |
0022 402-07432 145.200 Mg | 90.00000 13068.00| 84.00000 12196.80| 98.00000 14229.60
HMA SURFACE, TYPE A | | |
0023 402-07435 208.000 Mg | 65.00000 13520.00| 61.00000 12688.00| 85.00000 17680.00
HMA INTERMEDIATE, TYPE A | | |
0024 404-05516 1450.000 m2 | 8.00000 11600.00| 7.00000 10150.00| 8.00000 11600.00
SEAL COAT, 7 TEMPORARY BRIDGE AND | | |
APPROACHES | | |
0025 406-05521 1718.700 m2 | 0.12000 206.24| 0.10000 171.87| 0.12000 206.24
ASPHALT FOR TACK COAT | | |
0026 601-02206 97.150 m | 62.00000 6023.30| 35.00000 3400.25| 35.50000 3448.83
TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | |
SPACING | | |
0027 601-06037 4.000 EACH | 900.00000 3600.00| 1000.00000 4000.00| 1050.00000 4200.00
GUARDRAIL END TREATMENT, I | | |
0028 601-06374 4.000 EACH | 900.00000 3600.00| 1000.00000 4000.00| 1050.00000 4200.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-99105 102.870 m | 65.00000 6686.55| 56.00000 5760.72| 57.00000 5863.59
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0030 609-06257 91.800 m2 | 100.00000 9180.00| 122.58000 11252.84| 115.00000 10557.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0031 610-07486 17.400 Mg | 175.00000 3045.00| 160.00000 2784.00| 135.00000 2349.00
HMA FOR APPROACHES, TYPE A | | |
0032 611-06497 1.000 EACH | 150.00000 150.00| 300.00000 300.00| 305.00000 305.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 616-02320 536.100 m2 | 3.50000 1876.35| 2.38000 1275.92| 2.50000 1340.25
GEOTEXTILES | | |
0034 616-06405 362.700 Mg | 20.00000 7254.00| 23.69000 8592.36| 29.00000 10518.30
RIPRAP, REVETMENT | | |
0035 621-01004 3.000 EACH | 250.00000 750.00| 500.00000 1500.00| 510.00000 1530.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-01371 12.000 kg | 10.00000 120.00| 7.25000 87.00| 7.40000 88.80
SEED MIXTURE, LEGUME, 2 | | |
0037 621-02770 4300.000 m2 | 1.50000 6450.00| 1.30000 5590.00| 1.35000 5805.00
EROSION CONTROL BLANKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1917625
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06545 0.600 Mg | 500.00000 300.00| 500.00000 300.00| 510.00000 306.00
FERTILIZER | | |
0039 621-06553 104.700 kg | 10.00000 1047.00| 5.30000 554.91| 5.40000 565.38
SEED MIXTURE, R | | |
0040 621-06557 47.500 kg | 1.25000 59.38| 4.10000 194.75| 4.20000 199.50
SEED MIXTURE, T | | |
0041 621-06565 4.200 Mg | 400.00000 1680.00| 410.00000 1722.00| 420.00000 1764.00
MULCHING MATERIAL | | |
0042 628-09401 12.000 MOS | 1200.00000 14400.00| 1925.59000 23107.08| 1950.00000 23400.00
FIELD OFFICE, A | | |
0043 628-09407 12.000 MOS | 250.00000 3000.00| 264.79000 3177.48| 210.00000 2520.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0044 701-09739 10.000 EACH | 125.00000 1250.00| 121.71000 1217.10| 105.00000 1050.00
PILE SHOE, HP 310 X 79 | | |
0045 701-51195 60.000 m | 200.00000 12000.00| 180.29000 10817.40| 265.00000 15900.00
PILE, STEEL H, HP 310 mm X 79 | | |
0046 702-51005 11.800 m3 | 1000.00000 11800.00| 1499.45000 17693.51| 1475.00000 17405.00
CONCRETE, A, SUBSTRUCTURE | | |
0047 703-06028 1016.000 kg | 2.00000 2032.00| 3.00000 3048.00| 2.00000 2032.00
REINFORCING BARS | | |
0048 703-06029 2853.000 kg | 2.10000 5991.30| 3.31000 9443.43| 2.25000 6419.25
REINFORCING BARS, EPOXY COATED | | |
0049 704-51002 27.100 m3 | 750.00000 20325.00| 1132.23000 30683.43| 1200.00000 32520.00
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 34.290 m | 250.00000 8572.50| 200.00000 6858.00| 205.00000 7029.45
RAILING, TS-1 | | |
0051 707-05978 146.000 m2 | 500.00000 73000.00| 503.72000 73543.12| 420.00000 61320.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
533 mm X 1220 mm | | |
0052 709-51821 LUMP | 2000.00000 2000.00| 1260.00000 1260.00| 1685.00000 1685.00
SURFACE SEAL | | |
0053 713-51335 LUMP | 125000.00000 125000.00| 65248.04000 65248.04| 125000.00000 125000.00
TEMPORARY BRIDGE AND APPROACHES | | |
0054 713-95203 4.000 EACH | 850.00000 3400.00| 850.00000 3400.00| 870.00000 3480.00
GUARDRAIL END TREATMENT, I, TEMP BRIDGE | | |
APPROACHES | | |
0055 715-05169 8.500 m | 100.00000 850.00| 123.62000 1050.77| 65.00000 552.50
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05407 27.000 m | 15.00000 405.00| 22.37000 603.99| 55.00000 1485.00
PIPE, END BENT DRAIN, 150 mm | | |
0057 715-46005 2.000 EACH | 250.00000 500.00| 314.92000 629.84| 325.00000 650.00
PIPE END SECTION, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -5
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1917625
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-03290 2.000 EACH | 310.00000 620.00| 290.00000 580.00| 295.00000 590.00
CONSTRUCTION SIGN, C | | |
0059 801-04308 2.000 EACH | 260.00000 520.00| 240.00000 480.00| 245.00000 490.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0060 801-06640 9.000 EACH | 160.00000 1440.00| 140.00000 1260.00| 145.00000 1305.00
CONSTRUCTION SIGN, A | | |
0061 801-06645 22.000 EACH | 50.00000 1100.00| 40.00000 880.00| 41.00000 902.00
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 2500.00000 2500.00| 10753.85000 10753.85| 2499.69000 2499.69
MAINTAINING TRAFFIC | | |
0063 801-07118 14.400 m | 50.00000 720.00| 40.00000 576.00| 41.00000 590.40
BARRICADE, III-A | | |
SECTION TOTALS | $ 518,255.32| $ 536,223.59| $ 551,171.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 518,255.32| $ 536,223.59| $ 551,171.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -6
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1673827 |( 6 ) 35-1801998
|DAVE OMARA CONTRACTOR INC |H E HENDERSON INC |CLR 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 | 8000.00000 8000.00| 7849.95000 7849.95| 3000.00000 3000.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 3000.00000 3000.00| 2508.96000 2508.96| 500.00000 500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 28000.00000 28000.00| 29810.00000 29810.00| 28200.00000 28200.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 9000.00000 9000.00| 2890.46000 2890.46| 14100.00000 14100.00
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 13000.00000 13000.00| 7833.67000 7833.67| 7225.00000 7225.00
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 425.000 m3 | 17.00000 7225.00| 9.28000 3944.00| 35.50000 15087.50
EXCAVATION, COMMON | | |
0013 203-02070 1295.000 m3 | 19.50000 25252.50| 22.57000 29228.15| 13.25000 17158.75
BORROW | | |
0014 205-06936 33.900 Mg | 44.00000 1491.60| 59.69000 2023.49| 32.00000 1084.80
TEMPORARY SEDIMENT TRAP | | |
0015 205-06937 410.000 m | 4.20000 1722.00| 4.15000 1701.50| 6.50000 2665.00
TEMPORARY SILT FENCE | | |
0016 207-08266 1604.900 m2 | 4.10000 6580.09| 7.22000 11587.38| 4.45000 7141.81
SUBGRADE TREATMENT, TYPE III | | |
0017 211-06467 14.400 m3 | 130.00000 1872.00| 126.70000 1824.48| 130.00000 1872.00
AGGREGATE FOR END BENT BACKFILL | | |
0018 211-09264 1.000 m3 | 170.00000 170.00| 184.15000 184.15| 504.00000 504.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0019 301-07448 1437.000 Mg | 19.00000 27303.00| 23.43000 33668.91| 30.25000 43469.25
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -7
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1673827 |( 6 ) 35-1801998
|DAVE OMARA CONTRACTOR INC |H E HENDERSON INC |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 302-07455 13.800 m3 | 78.00000 1076.40| 132.21000 1824.50| 165.00000 2277.00
DENSE GRADED SUBBASE | | |
0021 306-08043 282.900 m2 | 12.50000 3536.25| 5.32000 1505.03| 3.00000 848.70
MILLING, TRANSITION | | |
0022 402-07432 145.200 Mg | 75.00000 10890.00| 104.48000 15170.50| 94.00000 13648.80
HMA SURFACE, TYPE A | | |
0023 402-07435 208.000 Mg | 55.00000 11440.00| 90.37000 18796.96| 89.00000 18512.00
HMA INTERMEDIATE, TYPE A | | |
0024 404-05516 1450.000 m2 | 6.50000 9425.00| 8.72000 12644.00| 7.85000 11382.50
SEAL COAT, 7 TEMPORARY BRIDGE AND | | |
APPROACHES | | |
0025 406-05521 1718.700 m2 | 0.40000 687.48| 0.13000 223.43| 0.09000 154.68
ASPHALT FOR TACK COAT | | |
0026 601-02206 97.150 m | 37.00000 3594.55| 36.75000 3570.26| 39.00000 3788.85
TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | |
SPACING | | |
0027 601-06037 4.000 EACH | 1100.00000 4400.00| 1050.00000 4200.00| 1120.00000 4480.00
GUARDRAIL END TREATMENT, I | | |
0028 601-06374 4.000 EACH | 1100.00000 4400.00| 1050.00000 4200.00| 1120.00000 4480.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-99105 102.870 m | 58.00000 5966.46| 58.80000 6048.76| 62.75000 6455.09
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0030 609-06257 91.800 m2 | 58.00000 5324.40| 96.60000 8867.88| 125.00000 11475.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0031 610-07486 17.400 Mg | 145.00000 2523.00| 141.75000 2466.45| 160.00000 2784.00
HMA FOR APPROACHES, TYPE A | | |
0032 611-06497 1.000 EACH | 320.00000 320.00| 315.00000 315.00| 335.00000 335.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 616-02320 536.100 m2 | 4.60000 2466.06| 3.21000 1720.88| 2.75000 1474.28
GEOTEXTILES | | |
0034 616-06405 362.700 Mg | 24.00000 8704.80| 21.49000 7794.42| 33.50000 12150.45
RIPRAP, REVETMENT | | |
0035 621-01004 3.000 EACH | 525.00000 1575.00| 551.25000 1653.75| 250.00000 750.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-01371 12.000 kg | 7.60000 91.20| 8.46000 101.52| 7.00000 84.00
SEED MIXTURE, LEGUME, 2 | | |
0037 621-02770 4300.000 m2 | 1.50000 6450.00| 1.39000 5977.00| 1.25000 5375.00
EROSION CONTROL BLANKET | | |
0038 621-06545 0.600 Mg | 550.00000 330.00| 693.00000 415.80| 1350.00000 810.00
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -8
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1673827 |( 6 ) 35-1801998
|DAVE OMARA CONTRACTOR INC |H E HENDERSON INC |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06553 104.700 kg | 5.60000 586.32| 9.27000 970.57| 5.90000 617.73
SEED MIXTURE, R | | |
0040 621-06557 47.500 kg | 4.50000 213.75| 6.95000 330.13| 3.25000 154.38
SEED MIXTURE, T | | |
0041 621-06565 4.200 Mg | 440.00000 1848.00| 457.21000 1920.28| 450.00000 1890.00
MULCHING MATERIAL | | |
0042 628-09401 12.000 MOS | 1600.00000 19200.00| 1926.00000 23112.00| 750.00000 9000.00
FIELD OFFICE, A | | |
0043 628-09407 12.000 MOS | 300.00000 3600.00| 267.50000 3210.00| 70.00000 840.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0044 701-09739 10.000 EACH | 90.00000 900.00| 117.70000 1177.00| 125.00000 1250.00
PILE SHOE, HP 310 X 79 | | |
0045 701-51195 60.000 m | 360.00000 21600.00| 263.12000 15787.20| 140.00000 8400.00
PILE, STEEL H, HP 310 mm X 79 | | |
0046 702-51005 11.800 m3 | 530.00000 6254.00| 1398.97000 16507.85| 1175.00000 13865.00
CONCRETE, A, SUBSTRUCTURE | | |
0047 703-06028 1016.000 kg | 2.25000 2286.00| 4.69000 4765.04| 5.00000 5080.00
REINFORCING BARS | | |
0048 703-06029 2853.000 kg | 2.35000 6704.55| 2.93000 8359.29| 5.10000 14550.30
REINFORCING BARS, EPOXY COATED | | |
0049 704-51002 27.100 m3 | 550.00000 14905.00| 936.30000 25373.73| 750.00000 20325.00
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 34.290 m | 220.00000 7543.80| 223.39000 7660.04| 240.00000 8229.60
RAILING, TS-1 | | |
0051 707-05978 146.000 m2 | 480.00000 70080.00| 446.92000 65250.32| 625.00000 91250.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
533 mm X 1220 mm | | |
0052 709-51821 LUMP | 1800.00000 1800.00| 1323.00000 1323.00| 1800.00000 1800.00
SURFACE SEAL | | |
0053 713-51335 LUMP | 170000.00000 170000.00| 140348.01000 140348.01| 128600.00000 128600.00
TEMPORARY BRIDGE AND APPROACHES | | |
0054 713-95203 4.000 EACH | 875.00000 3500.00| 892.50000 3570.00| 950.00000 3800.00
GUARDRAIL END TREATMENT, I, TEMP BRIDGE | | |
APPROACHES | | |
0055 715-05169 8.500 m | 140.00000 1190.00| 110.84000 942.14| 150.00000 1275.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05407 27.000 m | 38.00000 1026.00| 23.40000 631.80| 34.85000 940.95
PIPE, END BENT DRAIN, 150 mm | | |
0057 715-46005 2.000 EACH | 275.00000 550.00| 364.03000 728.06| 435.00000 870.00
PIPE END SECTION, 375 mm | | |
0058 801-03290 2.000 EACH | 310.00000 620.00| 204.75000 409.50| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -9
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1673827 |( 6 ) 35-1801998
|DAVE OMARA CONTRACTOR INC |H E HENDERSON INC |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 801-04308 2.000 EACH | 270.00000 540.00| 367.50000 735.00| 360.00000 720.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0060 801-06640 9.000 EACH | 160.00000 1440.00| 152.25000 1370.25| 140.00000 1260.00
CONSTRUCTION SIGN, A | | |
0061 801-06645 22.000 EACH | 42.00000 924.00| 136.50000 3003.00| 25.00000 550.00
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 9000.00000 9000.00| 2675.00000 2675.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0063 801-07118 14.400 m | 43.00000 619.20| 36.75000 529.20| 44.00000 633.60
BARRICADE, III-A | | |
SECTION TOTALS | $ 562,753.41| $ 563,245.65| $ 564,581.02
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 562,753.41| $ 563,245.65| $ 564,581.02
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -10
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-2036607 |( 8 ) 35-1618530 |( )
|R L VUCKSON 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 REPLACEMENT
| | |
0001 105-06845 LUMP | 6500.00000 6500.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 12500.00000 12500.00| 1100.00000 1100.00|
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 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|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 26056.02000 26056.02| 32996.06000 32996.06|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 9500.00000 9500.00| 16498.03000 16498.03|
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 8500.00000 8500.00| 10000.00000 10000.00|
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 425.000 m3 | 13.08000 5559.00| 30.00000 12750.00|
EXCAVATION, COMMON | | |
0013 203-02070 1295.000 m3 | 26.16000 33877.20| 30.00000 38850.00|
BORROW | | |
0014 205-06936 33.900 Mg | 22.00000 745.80| 50.00000 1695.00|
TEMPORARY SEDIMENT TRAP | | |
0015 205-06937 410.000 m | 4.00000 1640.00| 4.00000 1640.00|
TEMPORARY SILT FENCE | | |
0016 207-08266 1604.900 m2 | 9.60000 15407.04| 2.00000 3209.80|
SUBGRADE TREATMENT, TYPE III | | |
0017 211-06467 14.400 m3 | 52.30000 753.12| 100.00000 1440.00|
AGGREGATE FOR END BENT BACKFILL | | |
0018 211-09264 1.000 m3 | 104.00000 104.00| 100.00000 100.00|
STRUCTURAL BACKFILL, TYPE 1 | | |
0019 301-07448 1437.000 Mg | 20.94000 30090.78| 25.00000 35925.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -11
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-2036607 |( 8 ) 35-1618530 |( )
|R L VUCKSON EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 302-07455 13.800 m3 | 52.20000 720.36| 100.00000 1380.00|
DENSE GRADED SUBBASE | | |
0021 306-08043 282.900 m2 | 15.50000 4384.95| 25.00000 7072.50|
MILLING, TRANSITION | | |
0022 402-07432 145.200 Mg | 105.84000 15367.97| 84.00000 12196.80|
HMA SURFACE, TYPE A | | |
0023 402-07435 208.000 Mg | 91.80000 19094.40| 61.00000 12688.00|
HMA INTERMEDIATE, TYPE A | | |
0024 404-05516 1450.000 m2 | 8.50000 12325.00| 7.00000 10150.00|
SEAL COAT, 7 TEMPORARY BRIDGE AND | | |
APPROACHES | | |
0025 406-05521 1718.700 m2 | 0.13000 223.43| 0.10000 171.87|
ASPHALT FOR TACK COAT | | |
0026 601-02206 97.150 m | 62.00000 6023.30| 35.00000 3400.25|
TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | |
SPACING | | |
0027 601-06037 4.000 EACH | 907.20000 3628.80| 1000.00000 4000.00|
GUARDRAIL END TREATMENT, I | | |
0028 601-06374 4.000 EACH | 896.40000 3585.60| 1000.00000 4000.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-99105 102.870 m | 64.80000 6665.98| 56.00000 5760.72|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0030 609-06257 91.800 m2 | 72.00000 6609.60| 100.00000 9180.00|
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0031 610-07486 17.400 Mg | 140.00000 2436.00| 160.00000 2784.00|
HMA FOR APPROACHES, TYPE A | | |
0032 611-06497 1.000 EACH | 237.60000 237.60| 300.00000 300.00|
MAILBOX ASSEMBLY, SINGLE | | |
0033 616-02320 536.100 m2 | 3.50000 1876.35| 3.00000 1608.30|
GEOTEXTILES | | |
0034 616-06405 362.700 Mg | 26.50000 9611.55| 30.00000 10881.00|
RIPRAP, REVETMENT | | |
0035 621-01004 3.000 EACH | 500.00000 1500.00| 500.00000 1500.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-01371 12.000 kg | 8.50000 102.00| 7.25000 87.00|
SEED MIXTURE, LEGUME, 2 | | |
0037 621-02770 4300.000 m2 | 1.50000 6450.00| 1.30000 5590.00|
EROSION CONTROL BLANKET | | |
0038 621-06545 0.600 Mg | 580.00000 348.00| 500.00000 300.00|
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -12
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-2036607 |( 8 ) 35-1618530 |( )
|R L VUCKSON EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06553 104.700 kg | 6.00000 628.20| 5.30000 554.91|
SEED MIXTURE, R | | |
0040 621-06557 47.500 kg | 4.50000 213.75| 4.10000 194.75|
SEED MIXTURE, T | | |
0041 621-06565 4.200 Mg | 441.00000 1852.20| 410.00000 1722.00|
MULCHING MATERIAL | | |
0042 628-09401 12.000 MOS | 2100.00000 25200.00| 3000.00000 36000.00|
FIELD OFFICE, A | | |
0043 628-09407 12.000 MOS | 220.00000 2640.00| 250.00000 3000.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0044 701-09739 10.000 EACH | 125.00000 1250.00| 200.00000 2000.00|
PILE SHOE, HP 310 X 79 | | |
0045 701-51195 60.000 m | 327.00000 19620.00| 300.00000 18000.00|
PILE, STEEL H, HP 310 mm X 79 | | |
0046 702-51005 11.800 m3 | 849.00000 10018.20| 1000.00000 11800.00|
CONCRETE, A, SUBSTRUCTURE | | |
0047 703-06028 1016.000 kg | 1.98000 2011.68| 2.50000 2540.00|
REINFORCING BARS | | |
0048 703-06029 2853.000 kg | 1.98000 5648.94| 2.75000 7845.75|
REINFORCING BARS, EPOXY COATED | | |
0049 704-51002 27.100 m3 | 1102.00000 29864.20| 1000.00000 27100.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 34.290 m | 250.56000 8591.70| 250.00000 8572.50|
RAILING, TS-1 | | |
0051 707-05978 146.000 m2 | 538.00000 78548.00| 700.00000 102200.00|
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
533 mm X 1220 mm | | |
0052 709-51821 LUMP | 1800.00000 1800.00| 1260.00000 1260.00|
SURFACE SEAL | | |
0053 713-51335 LUMP | 158000.00000 158000.00| 162000.00000 162000.00|
TEMPORARY BRIDGE AND APPROACHES | | |
0054 713-95203 4.000 EACH | 858.60000 3434.40| 850.00000 3400.00|
GUARDRAIL END TREATMENT, I, TEMP BRIDGE | | |
APPROACHES | | |
0055 715-05169 8.500 m | 114.47000 973.00| 150.00000 1275.00|
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05407 27.000 m | 21.50000 580.50| 60.00000 1620.00|
PIPE, END BENT DRAIN, 150 mm | | |
0057 715-46005 2.000 EACH | 250.00000 500.00| 400.00000 800.00|
PIPE END SECTION, 375 mm | | |
0058 801-03290 2.000 EACH | 320.00000 640.00| 290.00000 580.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 400 -13
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -27087-A COUNTIES : BROWN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-2036607 |( 8 ) 35-1618530 |( )
|R L VUCKSON EXCAVATING INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 801-04308 2.000 EACH | 310.00000 620.00| 240.00000 480.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0060 801-06640 9.000 EACH | 140.00000 1260.00| 140.00000 1260.00|
CONSTRUCTION SIGN, A | | |
0061 801-06645 22.000 EACH | 64.00000 1408.00| 40.00000 880.00|
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 5000.00000 5000.00| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0063 801-07118 14.400 m | 77.00000 1108.80| 40.00000 576.00|
BARRICADE, III-A | | |
SECTION TOTALS | $ 613,841.42| $ 659,921.24| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 613,841.42| $ 659,921.24| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 07/01/11
LOCATION : ON SR 38, 0.93 MILE WEST OF US 31 AND PROJECT(S) : 5229012
0.58 MILE WEST OF SR 31 5229013
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 765,646.19 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 835,383.45 109.1083%
3 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 841,058.74 109.8495%
4 35-1875662 CRIDER & CRIDER INC $ 851,438.28 111.2052%
5 38-3806996 HIS CONSTRUCTORS INC $ 866,866.00 113.2202%
6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 892,800.00 116.6074%
7 35-0918397 RIETH RILEY CONSTRUCTION $ 899,150.00 117.4367%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 955,381.58 124.7811%
9 35-1609544 SCHUTT-LOOKABILL CO $ 972,096.06 126.9641%
10 35-1381845 GEORGE R HARVEY & SON INC $ 972,859.98 127.0639%
11 35-1415044 F & K CONSTRUCTION INC $ 1,056,761.00 138.0221%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -2
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1128289 |( 3 ) 35-1868624
|SUNESIS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |CENTRAL ENGINEERING & CONSTRU
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 | 3085.00000 3085.00| 9125.00000 9125.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 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 | 23563.75000 23563.75| 41500.00000 41500.00| 36400.00000 36400.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 20763.60000 20763.60| 16500.00000 16500.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 4368.78000 4368.78| 15000.00000 15000.00| 3450.00000 3450.00
PRESENT STRUCTURE, REMOVE , DES 0101421 | | |
0010 202-51330 LUMP | 4368.78000 4368.78| 15000.00000 15000.00| 3450.04000 3450.04
PRESENT STRUCTURE, REMOVE , DES 0101422 | | |
0011 202-74045 6.000 EACH | 165.67000 994.02| 175.00000 1050.00| 185.00000 1110.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0012 202-96430 LUMP | 2159.19000 2159.19| 2500.00000 2500.00| 5000.00000 5000.00
FENCE AND POSTS, REMOVE | | |
0013 203-02000 1232.000 CYS | 19.07000 23494.24| 15.00000 18480.00| 25.07000 30886.24
EXCAVATION, COMMON | | |
0014 203-02070 1190.000 CYS | 0.55000 654.50| 16.00000 19040.00| 13.00000 15470.00
BORROW | | |
0015 205-06931 49.500 TON | 81.66000 4042.17| 35.00000 1732.50| 30.00000 1485.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 246.000 TON | 55.33000 13611.18| 55.00000 13530.00| 30.00000 7380.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1445.000 LFT | 1.61000 2326.45| 1.55000 2239.75| 2.00000 2890.00
TEMPORARY SILT FENCE | | |
0018 205-09543 200.000 TON | 24.06000 4812.00| 45.00000 9000.00| 20.00000 4000.00
NO 2 STONE | | |
0019 207-08263 4980.000 SYS | 9.20000 45816.00| 0.10000 498.00| 5.60000 27888.00
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -3
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1128289 |( 3 ) 35-1868624
|SUNESIS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09265 1215.000 CYS | 23.82000 28941.30| 28.00000 34020.00| 46.00000 55890.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0021 303-01180 4371.000 TON | 19.20000 83923.20| 20.00000 87420.00| 20.40000 89168.40
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 4996.000 SYS | 2.47000 12340.12| 2.50000 12490.00| 3.30000 16486.80
MILLING, ASPHALT, 1 1/2 IN | | |
0023 402-07432 287.000 TON | 80.27000 23037.49| 82.00000 23534.00| 81.60000 23419.20
HMA SURFACE, TYPE A | | |
0024 402-07433 61.000 TON | 80.27000 4896.47| 82.00000 5002.00| 81.60000 4977.60
HMA SURFACE, TYPE B | | |
0025 402-07435 543.000 TON | 60.86000 33046.98| 60.00000 32580.00| 56.10000 30462.30
HMA INTERMEDIATE, TYPE A | | |
0026 402-07438 76.000 TON | 60.86000 4625.36| 60.00000 4560.00| 56.10000 4263.60
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 110.000 TON | 76.24000 8386.40| 90.00000 9900.00| 85.68000 9424.80
HMA BASE, TYPE B | | |
0028 404-05514 97.000 SYS | 77.44000 7511.68| 5.25000 509.25| 5.10000 494.70
SEAL COAT, 5 | | |
0029 406-05521 8035.000 SYS | 0.10000 803.50| 0.10000 803.50| 0.08000 642.80
ASPHALT FOR TACK COAT | | |
0030 601-01626 1.000 EACH | 1601.44000 1601.44| 1500.00000 1500.00| 1479.00000 1479.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0031 601-01701 1.000 EACH | 1789.21000 1789.21| 1750.00000 1750.00| 1652.00000 1652.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0032 601-01848 2.000 EACH | 1932.79000 3865.58| 1900.00000 3800.00| 1785.00000 3570.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0033 601-02241 500.000 LFT | 4.75000 2375.00| 4.50000 2250.00| 4.40000 2200.00
GUARDRAIL, REMOVE | | |
0034 601-06854 2.000 EACH | 3423.79000 6847.58| 3500.00000 7000.00| 3162.00000 6324.00
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-06856 8.000 EACH | 358.34000 2866.72| 650.00000 5200.00| 204.00000 1632.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 5.000 EACH | 2496.05000 12480.25| 2500.00000 12500.00| 2305.00000 11525.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 918.750 LFT | 17.23000 15830.06| 17.00000 15618.75| 16.00000 14700.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 610-07486 13.000 TON | 132.32000 1720.16| 100.00000 1300.00| 96.90000 1259.70
HMA FOR APPROACHES, TYPE A | | |
0039 610-07487 67.000 TON | 97.88000 6557.96| 100.00000 6700.00| 150.00000 10050.00
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -4
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1128289 |( 3 ) 35-1868624
|SUNESIS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 611-06497 2.000 EACH | 138.06000 276.12| 205.00000 410.00| 250.00000 500.00
MAILBOX ASSEMBLY, SINGLE | | |
0041 611-06498 1.000 EACH | 154.63000 154.63| 340.00000 340.00| 1.23000 1.23
MAILBOX ASSEMBLY, DOUBLE | | |
0042 616-02320 718.000 SYS | 1.35000 969.30| 2.40000 1723.20| 24.42000 17533.56
GEOTEXTILES | | |
0043 616-06451 359.000 TON | 31.34000 11251.06| 31.00000 11129.00| 27.00000 9693.00
RIPRAP, UNIFORM | | |
0044 616-07210 195.000 LFT | 8.84000 1723.80| 8.50000 1657.50| 0.90000 175.50
FIBER ROLL | | |
0045 621-01620 5305.000 SYS | 0.50000 2652.50| 0.50000 2652.50| 1.22000 6472.10
MULCHED SEEDING, LEGUME, 1 | | |
0046 621-02770 1270.000 SYS | 1.49000 1892.30| 1.50000 1905.00| 1.22000 1549.40
EROSION CONTROL BLANKET | | |
0047 621-06567 5.000 kGAL | 1.10000 5.50| 1.10000 5.50| 120.00000 600.00
WATER | | |
0048 621-06574 273.000 SYS | 8.95000 2443.35| 10.00000 2730.00| 12.00000 3276.00
SODDING | | |
0049 628-09401 3.000 MOS | 1522.67000 4568.01| 6000.00000 18000.00| 1800.00000 5400.00
FIELD OFFICE, A | | |
0050 714-07032 68.000 LFT | 1306.51000 88842.68| 1350.00000 91800.00| 1512.00000 102816.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 7FT | | |
0051 714-08514 814.000 SFT | 65.75000 53520.50| 60.00000 48840.00| 122.00000 99308.00
WINGWALL | | |
0052 715-02628 8.000 EACH | 720.17000 5761.36| 450.00000 3600.00| 463.00000 3704.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0053 715-02629 2.000 EACH | 959.87000 1919.74| 475.00000 950.00| 698.00000 1396.00
SAFETY METAL END SECTION, 6:1, 18 IN | | |
0054 715-05121 82.000 LFT | 113.86000 9336.52| 60.00000 4920.00| 47.00000 3854.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0055 715-05169 160.000 LFT | 37.17000 5947.20| 35.50000 5680.00| 60.00000 9600.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0056 723-09515 68.000 LFT | 2011.44000 136777.92| 2500.00000 170000.00| 1026.00000 69768.00
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0057 801-04308 3.000 EACH | 320.29000 960.87| 300.00000 900.00| 250.00000 750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06625 23.000 EACH | 99.40000 2286.20| 100.00000 2300.00| 200.00000 4600.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0059 801-06640 24.000 EACH | 206.53000 4956.72| 200.00000 4800.00| 250.00000 6000.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -5
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1128289 |( 3 ) 35-1868624
|SUNESIS CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06645 3.000 EACH | 71.79000 215.37| 70.00000 210.00| 75.00000 225.00
CONSTRUCTION SIGN, B | | |
0061 801-06775 LUMP | 2608.49000 2608.49| 17575.00000 17575.00| 11531.77000 11531.77
MAINTAINING TRAFFIC | | |
0062 801-07119 72.000 LFT | 14.36000 1033.92| 14.00000 1008.00| 11.00000 792.00
BARRICADE, III-B | | |
0063 802-05701 211.000 LFT | 10.56000 2228.16| 10.00000 2110.00| 15.00000 3165.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0064 802-07058 4.000 EACH | 270.59000 1082.36| 250.00000 1000.00| 250.00000 1000.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0065 802-09838 94.000 SFT | 17.06000 1603.64| 16.00000 1504.00| 15.00000 1410.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0066 808-06712 5280.000 LFT | 0.13000 686.40| 0.20000 1056.00| 0.40000 2112.00
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0067 808-06713 2100.000 LFT | 0.24000 504.00| 0.20000 420.00| 0.25000 525.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0068 808-06714 1700.000 LFT | 0.24000 408.00| 0.20000 340.00| 0.25000 425.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0069 808-75297 40.000 LFT | 11.04000 441.60| 17.00000 680.00| 21.00000 840.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0070 808-75998 15.000 EACH | 71.79000 1076.85| 100.00000 1500.00| 400.00000 6000.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 765,646.19| $ 835,383.45| $ 841,058.74
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 765,646.19| $ 835,383.45| $ 841,058.74
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -6
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 38-3806996 |( 6 ) 35-1151771
|CRIDER & CRIDER INC |HIS CONSTRUCTORS 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 | 15000.00000 15000.00| 4800.00000 4800.00| 4720.00000 4720.00
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 | 42000.00000 42000.00| 18844.87000 18844.87| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 27000.00000 27000.00| 21125.00000 21125.00| 18800.00000 18800.00
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 13000.00000 13000.00| 16100.00000 16100.00| 22000.00000 22000.00
PRESENT STRUCTURE, REMOVE , DES 0101421 | | |
0010 202-51330 LUMP | 13000.00000 13000.00| 16100.00000 16100.00| 21000.00000 21000.00
PRESENT STRUCTURE, REMOVE , DES 0101422 | | |
0011 202-74045 6.000 EACH | 70.00000 420.00| 168.00000 1008.00| 75.00000 450.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0012 202-96430 LUMP | 100.00000 100.00| 2250.00000 2250.00| 2000.00000 2000.00
FENCE AND POSTS, REMOVE | | |
0013 203-02000 1232.000 CYS | 30.00000 36960.00| 48.00000 59136.00| 42.00000 51744.00
EXCAVATION, COMMON | | |
0014 203-02070 1190.000 CYS | 2.00000 2380.00| 9.00000 10710.00| 20.00000 23800.00
BORROW | | |
0015 205-06931 49.500 TON | 24.00000 1188.00| 30.00000 1485.00| 37.23000 1842.89
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 246.000 TON | 24.00000 5904.00| 37.00000 9102.00| 16.82000 4137.72
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1445.000 LFT | 1.50000 2167.50| 1.70000 2456.50| 1.50000 2167.50
TEMPORARY SILT FENCE | | |
0018 205-09543 200.000 TON | 17.00000 3400.00| 20.00000 4000.00| 21.15000 4230.00
NO 2 STONE | | |
0019 207-08263 4980.000 SYS | 8.20000 40836.00| 8.50000 42330.00| 12.00000 59760.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-09265 1215.000 CYS | 17.00000 20655.00| 48.00000 58320.00| 28.00000 34020.00
STRUCTURAL BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -7
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 38-3806996 |( 6 ) 35-1151771
|CRIDER & CRIDER INC |HIS CONSTRUCTORS INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 303-01180 4371.000 TON | 12.00000 52452.00| 18.00000 78678.00| 15.00000 65565.00
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 4996.000 SYS | 0.72000 3597.12| 1.75000 8743.00| 1.90000 9492.40
MILLING, ASPHALT, 1 1/2 IN | | |
0023 402-07432 287.000 TON | 80.00000 22960.00| 90.00000 25830.00| 70.00000 20090.00
HMA SURFACE, TYPE A | | |
0024 402-07433 61.000 TON | 80.00000 4880.00| 90.00000 5490.00| 90.00000 5490.00
HMA SURFACE, TYPE B | | |
0025 402-07435 543.000 TON | 55.00000 29865.00| 62.00000 33666.00| 1.00000 543.00
HMA INTERMEDIATE, TYPE A | | |
0026 402-07438 76.000 TON | 55.00000 4180.00| 62.00000 4712.00| 75.00000 5700.00
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 110.000 TON | 84.00000 9240.00| 95.00000 10450.00| 80.00000 8800.00
HMA BASE, TYPE B | | |
0028 404-05514 97.000 SYS | 5.00000 485.00| 5.75000 557.75| 15.00000 1455.00
SEAL COAT, 5 | | |
0029 406-05521 8035.000 SYS | 0.07000 562.45| 0.10000 803.50| 0.10000 803.50
ASPHALT FOR TACK COAT | | |
0030 601-01626 1.000 EACH | 1450.00000 1450.00| 1630.00000 1630.00| 1450.00000 1450.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0031 601-01701 1.000 EACH | 1620.00000 1620.00| 1820.00000 1820.00| 1620.00000 1620.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0032 601-01848 2.000 EACH | 1750.00000 3500.00| 1966.00000 3932.00| 1750.00000 3500.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0033 601-02241 500.000 LFT | 4.30000 2150.00| 4.75000 2375.00| 4.30000 2150.00
GUARDRAIL, REMOVE | | |
0034 601-06854 2.000 EACH | 3100.00000 6200.00| 3485.00000 6970.00| 3100.00000 6200.00
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-06856 8.000 EACH | 300.00000 2400.00| 225.00000 1800.00| 200.00000 1600.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 5.000 EACH | 2260.00000 11300.00| 2540.00000 12700.00| 2260.00000 11300.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 918.750 LFT | 15.60000 14332.50| 22.50000 20671.88| 15.60000 14332.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 610-07486 13.000 TON | 95.00000 1235.00| 107.00000 1391.00| 80.00000 1040.00
HMA FOR APPROACHES, TYPE A | | |
0039 610-07487 67.000 TON | 95.00000 6365.00| 107.00000 7169.00| 80.00000 5360.00
HMA FOR APPROACHES, TYPE B | | |
0040 611-06497 2.000 EACH | 200.00000 400.00| 225.00000 450.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -8
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 38-3806996 |( 6 ) 35-1151771
|CRIDER & CRIDER INC |HIS CONSTRUCTORS INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 611-06498 1.000 EACH | 325.00000 325.00| 365.00000 365.00| 325.00000 325.00
MAILBOX ASSEMBLY, DOUBLE | | |
0042 616-02320 718.000 SYS | 1.17000 840.06| 2.50000 1795.00| 3.35000 2405.30
GEOTEXTILES | | |
0043 616-06451 359.000 TON | 41.00000 14719.00| 38.50000 13821.50| 26.00000 9334.00
RIPRAP, UNIFORM | | |
0044 616-07210 195.000 LFT | 8.00000 1560.00| 9.00000 1755.00| 8.00000 1560.00
FIBER ROLL | | |
0045 621-01620 5305.000 SYS | 0.45000 2387.25| 0.50000 2652.50| 3.74000 19840.70
MULCHED SEEDING, LEGUME, 1 | | |
0046 621-02770 1270.000 SYS | 1.35000 1714.50| 1.50000 1905.00| 4.64000 5892.80
EROSION CONTROL BLANKET | | |
0047 621-06567 5.000 kGAL | 1.00000 5.00| 1.10000 5.50| 1.00000 5.00
WATER | | |
0048 621-06574 273.000 SYS | 8.10000 2211.30| 9.00000 2457.00| 8.10000 2211.30
SODDING | | |
0049 628-09401 3.000 MOS | 3200.00000 9600.00| 2370.00000 7110.00| 1500.00000 4500.00
FIELD OFFICE, A | | |
0050 714-07032 68.000 LFT | 1200.00000 81600.00| 1140.00000 77520.00| 1700.00000 115600.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 7FT | | |
0051 714-08514 814.000 SFT | 120.00000 97680.00| 89.00000 72446.00| 55.00000 44770.00
WINGWALL | | |
0052 715-02628 8.000 EACH | 355.00000 2840.00| 760.00000 6080.00| 275.00000 2200.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0053 715-02629 2.000 EACH | 395.00000 790.00| 760.00000 1520.00| 500.00000 1000.00
SAFETY METAL END SECTION, 6:1, 18 IN | | |
0054 715-05121 82.000 LFT | 24.00000 1968.00| 44.00000 3608.00| 42.00000 3444.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0055 715-05169 160.000 LFT | 22.00000 3520.00| 44.00000 7040.00| 34.00000 5440.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0056 723-09515 68.000 LFT | 2800.00000 190400.00| 2185.00000 148580.00| 2800.00000 190400.00
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0057 801-04308 3.000 EACH | 135.00000 405.00| 325.00000 975.00| 400.00000 1200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06625 23.000 EACH | 95.00000 2185.00| 101.00000 2323.00| 95.00000 2185.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0059 801-06640 24.000 EACH | 133.00000 3192.00| 210.00000 5040.00| 195.00000 4680.00
CONSTRUCTION SIGN, A | | |
0060 801-06645 3.000 EACH | 45.00000 135.00| 73.00000 219.00| 80.00000 240.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -9
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 38-3806996 |( 6 ) 35-1151771
|CRIDER & CRIDER INC |HIS CONSTRUCTORS INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 801-06775 LUMP | 19000.00000 19000.00| 300.00000 300.00| 2977.89000 2977.89
MAINTAINING TRAFFIC | | |
0062 801-07119 72.000 LFT | 11.00000 792.00| 14.50000 1044.00| 15.00000 1080.00
BARRICADE, III-B | | |
0063 802-05701 211.000 LFT | 16.90000 3565.90| 16.00000 3376.00| 15.31000 3230.41
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0064 802-07058 4.000 EACH | 235.00000 940.00| 112.00000 448.00| 109.39000 437.56
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0065 802-09838 94.000 SFT | 14.65000 1377.10| 23.50000 2209.00| 22.97000 2159.18
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0066 808-06712 5280.000 LFT | 0.37000 1953.60| 0.25000 1320.00| 0.17000 897.60
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0067 808-06713 2100.000 LFT | 0.22000 462.00| 0.25000 525.00| 0.17000 357.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0068 808-06714 1700.000 LFT | 0.18000 306.00| 0.25000 425.00| 0.17000 289.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0069 808-75297 40.000 LFT | 20.00000 800.00| 18.50000 740.00| 11.25000 450.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0070 808-75998 15.000 EACH | 65.00000 975.00| 110.00000 1650.00| 74.65000 1119.75
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 851,438.28| $ 866,866.00| $ 892,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 851,438.28| $ 866,866.00| $ 892,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -10
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 35-1618530 |( 9 ) 35-1609544
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 6900.00000 6900.00| 6000.00000 6000.00| 7452.00000 7452.00
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 | 60000.00000 60000.00| 47769.07800 47769.08| 48150.00000 48150.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 18800.00000 18800.00| 19107.63100 19107.63| 15493.20000 15493.20
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 7500.00000 7500.00| 12000.00000 12000.00| 51441.46000 51441.46
PRESENT STRUCTURE, REMOVE , DES 0101421 | | |
0010 202-51330 LUMP | 8400.00000 8400.00| 12000.00000 12000.00| 42603.00000 42603.00
PRESENT STRUCTURE, REMOVE , DES 0101422 | | |
0011 202-74045 6.000 EACH | 150.00000 900.00| 75.00000 450.00| 162.00000 972.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0012 202-96430 LUMP | 1995.00000 1995.00| 1995.00000 1995.00| 4526.25000 4526.25
FENCE AND POSTS, REMOVE | | |
0013 203-02000 1232.000 CYS | 35.50000 43736.00| 10.00000 12320.00| 72.36000 89147.52
EXCAVATION, COMMON | | |
0014 203-02070 1190.000 CYS | 1.00000 1190.00| 34.00000 40460.00| 6.48000 7711.20
BORROW | | |
0015 205-06931 49.500 TON | 111.00000 5494.50| 60.00000 2970.00| 37.80000 1871.10
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 246.000 TON | 46.00000 11316.00| 50.00000 12300.00| 48.60000 11955.60
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1445.000 LFT | 1.50000 2167.50| 1.28000 1849.60| 1.92000 2774.40
TEMPORARY SILT FENCE | | |
0018 205-09543 200.000 TON | 12.00000 2400.00| 45.00000 9000.00| 14.04000 2808.00
NO 2 STONE | | |
0019 207-08263 4980.000 SYS | 18.00000 89640.00| 12.00000 59760.00| 9.02000 44919.60
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-09265 1215.000 CYS | 24.00000 29160.00| 40.00000 48600.00| 41.76000 50738.40
STRUCTURAL BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -11
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 35-1618530 |( 9 ) 35-1609544
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 303-01180 4371.000 TON | 17.00000 74307.00| 20.00000 87420.00| 24.32000 106302.72
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 4996.000 SYS | 1.70000 8493.20| 4.00000 19984.00| 3.33000 16636.68
MILLING, ASPHALT, 1 1/2 IN | | |
0023 402-07432 287.000 TON | 80.00000 22960.00| 72.68000 20859.16| 86.40000 24796.80
HMA SURFACE, TYPE A | | |
0024 402-07433 61.000 TON | 108.00000 6588.00| 72.68000 4433.48| 86.40000 5270.40
HMA SURFACE, TYPE B | | |
0025 402-07435 543.000 TON | 59.00000 32037.00| 55.10000 29919.30| 59.40000 32254.20
HMA INTERMEDIATE, TYPE A | | |
0026 402-07438 76.000 TON | 89.00000 6764.00| 55.10000 4187.60| 59.40000 4514.40
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 110.000 TON | 75.40000 8294.00| 69.03000 7593.30| 90.72000 9979.20
HMA BASE, TYPE B | | |
0028 404-05514 97.000 SYS | 40.00000 3880.00| 70.12000 6801.64| 5.40000 523.80
SEAL COAT, 5 | | |
0029 406-05521 8035.000 SYS | 0.10000 803.50| 0.09000 723.15| 0.08000 642.80
ASPHALT FOR TACK COAT | | |
0030 601-01626 1.000 EACH | 1450.00000 1450.00| 1450.00000 1450.00| 1566.00000 1566.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0031 601-01701 1.000 EACH | 1620.00000 1620.00| 1620.00000 1620.00| 1749.60000 1749.60
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0032 601-01848 2.000 EACH | 1750.00000 3500.00| 1750.00000 3500.00| 1890.00000 3780.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0033 601-02241 500.000 LFT | 4.30000 2150.00| 4.30000 2150.00| 4.64000 2320.00
GUARDRAIL, REMOVE | | |
0034 601-06854 2.000 EACH | 3100.00000 6200.00| 3100.00000 6200.00| 3348.00000 6696.00
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-06856 8.000 EACH | 200.00000 1600.00| 200.00000 1600.00| 216.00000 1728.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 5.000 EACH | 2260.00000 11300.00| 2260.00000 11300.00| 2440.80000 12204.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 918.750 LFT | 15.60000 14332.50| 15.60000 14332.50| 16.85000 15480.94
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 610-07486 13.000 TON | 175.00000 2275.00| 81.12000 1054.56| 102.60000 1333.80
HMA FOR APPROACHES, TYPE A | | |
0039 610-07487 67.000 TON | 120.00000 8040.00| 81.12000 5435.04| 102.60000 6874.20
HMA FOR APPROACHES, TYPE B | | |
0040 611-06497 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 216.00000 432.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -12
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 35-1618530 |( 9 ) 35-1609544
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 611-06498 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 351.00000 351.00
MAILBOX ASSEMBLY, DOUBLE | | |
0042 616-02320 718.000 SYS | 2.75000 1974.50| 3.00000 2154.00| 2.11000 1514.98
GEOTEXTILES | | |
0043 616-06451 359.000 TON | 40.00000 14360.00| 35.00000 12565.00| 30.24000 10856.16
RIPRAP, UNIFORM | | |
0044 616-07210 195.000 LFT | 8.00000 1560.00| 25.45000 4962.75| 25.06000 4886.70
FIBER ROLL | | |
0045 621-01620 5305.000 SYS | 0.45000 2387.25| 0.38000 2015.90| 0.54000 2864.70
MULCHED SEEDING, LEGUME, 1 | | |
0046 621-02770 1270.000 SYS | 1.35000 1714.50| 1.15000 1460.50| 1.64000 2082.80
EROSION CONTROL BLANKET | | |
0047 621-06567 5.000 kGAL | 1.00000 5.00| 10.00000 50.00| 10.80000 54.00
WATER | | |
0048 621-06574 273.000 SYS | 8.10000 2211.30| 11.18000 3052.14| 8.36000 2282.28
SODDING | | |
0049 628-09401 3.000 MOS | 2280.00000 6840.00| 4500.00000 13500.00| 2588.75000 7766.25
FIELD OFFICE, A | | |
0050 714-07032 68.000 LFT | 1330.00000 90440.00| 1700.00000 115600.00| 1251.93000 85131.24
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 7FT | | |
0051 714-08514 814.000 SFT | 52.00000 42328.00| 80.00000 65120.00| 29.07000 23662.98
WINGWALL | | |
0052 715-02628 8.000 EACH | 590.00000 4720.00| 500.00000 4000.00| 540.00000 4320.00
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0053 715-02629 2.000 EACH | 710.00000 1420.00| 600.00000 1200.00| 648.00000 1296.00
SAFETY METAL END SECTION, 6:1, 18 IN | | |
0054 715-05121 82.000 LFT | 43.00000 3526.00| 35.00000 2870.00| 32.40000 2656.80
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0055 715-05169 160.000 LFT | 50.00000 8000.00| 30.00000 4800.00| 32.40000 5184.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0056 723-09515 68.000 LFT | 2788.00000 189584.00| 2700.00000 183600.00| 2235.62000 152022.16
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0057 801-04308 3.000 EACH | 400.00000 1200.00| 160.00000 480.00| 432.00000 1296.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06625 23.000 EACH | 95.00000 2185.00| 85.00000 1955.00| 102.60000 2359.80
DETOUR ROUTE MARKER ASSEMBLY | | |
0059 801-06640 24.000 EACH | 195.00000 4680.00| 85.00000 2040.00| 210.60000 5054.40
CONSTRUCTION SIGN, A | | |
0060 801-06645 3.000 EACH | 80.00000 240.00| 50.00000 150.00| 86.40000 259.20
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -13
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 35-1618530 |( 9 ) 35-1609544
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 801-06775 LUMP | 3329.90000 3329.90| 5000.00000 5000.00| 8290.00000 8290.00
MAINTAINING TRAFFIC | | |
0062 801-07119 72.000 LFT | 15.00000 1080.00| 12.00000 864.00| 16.20000 1166.40
BARRICADE, III-B | | |
0063 802-05701 211.000 LFT | 14.00000 2954.00| 10.00000 2110.00| 15.12000 3190.32
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0064 802-07058 4.000 EACH | 100.00000 400.00| 65.00000 260.00| 108.00000 432.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0065 802-09838 94.000 SFT | 21.00000 1974.00| 12.00000 1128.00| 22.68000 2131.92
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0066 808-06712 5280.000 LFT | 0.17000 897.60| 0.50000 2640.00| 0.18000 950.40
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0067 808-06713 2100.000 LFT | 0.17000 357.00| 0.50000 1050.00| 0.18000 378.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0068 808-06714 1700.000 LFT | 0.17000 289.00| 0.50000 850.00| 0.18000 306.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0069 808-75297 40.000 LFT | 11.25000 450.00| 5.00000 200.00| 12.15000 486.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0070 808-75998 15.000 EACH | 74.65000 1119.75| 121.95000 1829.25| 80.62000 1209.30
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 899,150.00| $ 955,381.58| $ 972,096.06
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 899,150.00| $ 955,381.58| $ 972,096.06
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -14
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1381845 |( 11 ) 35-1415044 |( )
|GEORGE R HARVEY & SON INC |F & K 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 | 15000.00000 15000.00| 12000.00000 12000.00|
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 | 51000.00000 51000.00| 115000.00000 115000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 25000.00000 25000.00| 33000.00000 33000.00|
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 16500.00000 16500.00| 28000.00000 28000.00|
PRESENT STRUCTURE, REMOVE , DES 0101421 | | |
0010 202-51330 LUMP | 16500.00000 16500.00| 21000.00000 21000.00|
PRESENT STRUCTURE, REMOVE , DES 0101422 | | |
0011 202-74045 6.000 EACH | 50.00000 300.00| 350.00000 2100.00|
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0012 202-96430 LUMP | 2400.00000 2400.00| 2500.00000 2500.00|
FENCE AND POSTS, REMOVE | | |
0013 203-02000 1232.000 CYS | 25.00000 30800.00| 37.00000 45584.00|
EXCAVATION, COMMON | | |
0014 203-02070 1190.000 CYS | 25.00000 29750.00| 34.00000 40460.00|
BORROW | | |
0015 205-06931 49.500 TON | 40.00000 1980.00| 48.00000 2376.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 246.000 TON | 40.00000 9840.00| 50.00000 12300.00|
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1445.000 LFT | 2.25000 3251.25| 1.70000 2456.50|
TEMPORARY SILT FENCE | | |
0018 205-09543 200.000 TON | 25.00000 5000.00| 42.00000 8400.00|
NO 2 STONE | | |
0019 207-08263 4980.000 SYS | 9.00000 44820.00| 11.00000 54780.00|
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-09265 1215.000 CYS | 40.00000 48600.00| 35.00000 42525.00|
STRUCTURAL BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -15
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1381845 |( 11 ) 35-1415044 |( )
|GEORGE R HARVEY & SON INC |F & K CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 303-01180 4371.000 TON | 24.00000 104904.00| 18.00000 78678.00|
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 4996.000 SYS | 2.50000 12490.00| 1.50000 7494.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0023 402-07432 287.000 TON | 87.80000 25198.60| 96.00000 27552.00|
HMA SURFACE, TYPE A | | |
0024 402-07433 61.000 TON | 83.58000 5098.38| 96.00000 5856.00|
HMA SURFACE, TYPE B | | |
0025 402-07435 543.000 TON | 67.60000 36706.80| 66.00000 35838.00|
HMA INTERMEDIATE, TYPE A | | |
0026 402-07438 76.000 TON | 63.37000 4816.12| 66.00000 5016.00|
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 110.000 TON | 79.38000 8731.80| 100.00000 11000.00|
HMA BASE, TYPE B | | |
0028 404-05514 97.000 SYS | 80.64000 7822.08| 6.00000 582.00|
SEAL COAT, 5 | | |
0029 406-05521 8035.000 SYS | 0.10000 803.50| 0.10000 803.50|
ASPHALT FOR TACK COAT | | |
0030 601-01626 1.000 EACH | 1667.50000 1667.50| 1480.00000 1480.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0031 601-01701 1.000 EACH | 1863.00000 1863.00| 1650.00000 1650.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0032 601-01848 2.000 EACH | 2012.50000 4025.00| 1785.00000 3570.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0033 601-02241 500.000 LFT | 5.00000 2500.00| 4.40000 2200.00|
GUARDRAIL, REMOVE | | |
0034 601-06854 2.000 EACH | 3565.00000 7130.00| 3160.00000 6320.00|
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-06856 8.000 EACH | 230.00000 1840.00| 205.00000 1640.00|
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 5.000 EACH | 2599.00000 12995.00| 2300.00000 11500.00|
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 918.750 LFT | 18.00000 16537.50| 16.00000 14700.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 610-07486 13.000 TON | 93.29000 1212.77| 114.00000 1482.00|
HMA FOR APPROACHES, TYPE A | | |
0039 610-07487 67.000 TON | 93.29000 6250.43| 114.00000 7638.00|
HMA FOR APPROACHES, TYPE B | | |
0040 611-06497 2.000 EACH | 230.00000 460.00| 205.00000 410.00|
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -16
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1381845 |( 11 ) 35-1415044 |( )
|GEORGE R HARVEY & SON INC |F & K CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 611-06498 1.000 EACH | 375.00000 375.00| 330.00000 330.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0042 616-02320 718.000 SYS | 3.00000 2154.00| 1.00000 718.00|
GEOTEXTILES | | |
0043 616-06451 359.000 TON | 35.00000 12565.00| 38.00000 13642.00|
RIPRAP, UNIFORM | | |
0044 616-07210 195.000 LFT | 29.00000 5655.00| 9.00000 1755.00|
FIBER ROLL | | |
0045 621-01620 5305.000 SYS | 0.75000 3978.75| 0.60000 3183.00|
MULCHED SEEDING, LEGUME, 1 | | |
0046 621-02770 1270.000 SYS | 2.00000 2540.00| 3.00000 3810.00|
EROSION CONTROL BLANKET | | |
0047 621-06567 5.000 kGAL | 12.50000 62.50| 300.00000 1500.00|
WATER | | |
0048 621-06574 273.000 SYS | 10.00000 2730.00| 12.00000 3276.00|
SODDING | | |
0049 628-09401 3.000 MOS | 4000.00000 12000.00| 2000.00000 6000.00|
FIELD OFFICE, A | | |
0050 714-07032 68.000 LFT | 1350.00000 91800.00| 1300.00000 88400.00|
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 7FT | | |
0051 714-08514 814.000 SFT | 65.00000 52910.00| 104.00000 84656.00|
WINGWALL | | |
0052 715-02628 8.000 EACH | 450.00000 3600.00| 710.00000 5680.00|
SAFETY METAL END SECTION, 6:1, 15 IN | | |
0053 715-02629 2.000 EACH | 650.00000 1300.00| 965.00000 1930.00|
SAFETY METAL END SECTION, 6:1, 18 IN | | |
0054 715-05121 82.000 LFT | 30.00000 2460.00| 66.00000 5412.00|
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0055 715-05169 160.000 LFT | 27.00000 4320.00| 60.00000 9600.00|
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0056 723-09515 68.000 LFT | 2425.00000 164900.00| 2200.00000 149600.00|
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0057 801-04308 3.000 EACH | 333.50000 1000.50| 475.00000 1425.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06625 23.000 EACH | 103.50000 2380.50| 115.00000 2645.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0059 801-06640 24.000 EACH | 215.00000 5160.00| 230.00000 5520.00|
CONSTRUCTION SIGN, A | | |
0060 801-06645 3.000 EACH | 75.00000 225.00| 95.00000 285.00|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 410 -17
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -29273-A COUNTIES : HAMILTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 35-1381845 |( 11 ) 35-1415044 |( )
|GEORGE R HARVEY & SON INC |F & K CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 801-06775 LUMP | 26000.00000 26000.00| 11500.00000 11500.00|
MAINTAINING TRAFFIC | | |
0062 801-07119 72.000 LFT | 15.00000 1080.00| 15.00000 1080.00|
BARRICADE, III-B | | |
0063 802-05701 211.000 LFT | 11.00000 2321.00| 10.00000 2110.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0064 802-07058 4.000 EACH | 281.75000 1127.00| 66.00000 264.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0065 802-09838 94.000 SFT | 18.00000 1692.00| 12.00000 1128.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0066 808-06712 5280.000 LFT | 0.25000 1320.00| 0.20000 1056.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0067 808-06713 2100.000 LFT | 0.25000 525.00| 0.20000 420.00|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0068 808-06714 1700.000 LFT | 0.25000 425.00| 0.20000 340.00|
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0069 808-75297 40.000 LFT | 19.00000 760.00| 11.50000 460.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0070 808-75998 15.000 EACH | 113.00000 1695.00| 76.00000 1140.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 972,859.98| $ 1,056,761.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 972,859.98| $ 1,056,761.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -1
VENDOR RANKING
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 04/15/12
LOCATION : ON SR 166 OVER MILLSTONE CREEK, 1.94 MILES SOUTH OF SR 66 PROJECT(S) : 0300106
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1878024 RAGLE INC $ 1,492,918.84 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,588,800.00 106.4224%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -2
TABULATION OF BIDS
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-2040801 |( )
|RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |
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 | 5000.00000 5000.00| 8000.00000 8000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 250.00000 250.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 19.000 MOS | 80.00000 1520.00| 120.00000 2280.00|
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 73500.00000 73500.00| 79000.00000 79000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6500.00000 6500.00| 16500.00000 16500.00|
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 187500.00000 187500.00| 148000.00000 148000.00|
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 39.000 LFT | 6.00000 234.00| 7.00000 273.00|
PIPE, REMOVE | | |
0014 203-02000 902.000 CYS | 25.00000 22550.00| 18.00000 16236.00|
EXCAVATION, COMMON | | |
0015 203-02070 490.000 CYS | 17.50000 8575.00| 35.00000 17150.00|
BORROW | | |
0016 203-51223 253.000 CYS | 12.00000 3036.00| 38.00000 9614.00|
EXCAVATION, WATERWAY | | |
0017 205-02770 1354.000 SYS | 1.10000 1489.40| 1.20000 1624.80|
EROSION CONTROL BLANKET | | |
0018 205-03371 144.000 CYS | 5.00000 720.00| 7.00000 1008.00|
SEDIMENT, REMOVE | | |
0019 205-06931 7.000 TON | 30.00000 210.00| 55.00000 385.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -3
TABULATION OF BIDS
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-2040801 |( )
|RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06934 0.600 TON | 410.00000 246.00| 410.00000 246.00|
TEMPORARY MULCHING | | |
0021 205-06936 74.000 TON | 28.00000 2072.00| 45.00000 3330.00|
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 1379.000 LFT | 1.65000 2275.35| 1.20000 1654.80|
TEMPORARY SILT FENCE | | |
0023 206-51230 71.000 CYS | 30.00000 2130.00| 450.00000 31950.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0024 207-08265 357.000 SYS | 10.50000 3748.50| 15.00000 5355.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0025 207-08267 89.000 SYS | 12.50000 1112.50| 15.00000 1335.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-06467 40.000 CYS | 60.00000 2400.00| 100.00000 4000.00|
AGGREGATE FOR END BENT BACKFILL | | |
0027 302-07455 36.000 CYS | 75.00000 2700.00| 95.00000 3420.00|
DENSE GRADED SUBBASE | | |
0028 303-01180 1560.000 TON | 12.00000 18720.00| 21.00000 32760.00|
COMPACTED AGGREGATE, NO. 53 | | |
0029 306-08043 878.000 SYS | 5.00000 4390.00| 6.75000 5926.50|
MILLING, TRANSITION | | |
0030 402-07432 271.000 TON | 87.50000 23712.50| 80.00000 21680.00|
HMA SURFACE, TYPE A | | |
0031 402-07435 128.000 TON | 100.00000 12800.00| 108.00000 13824.00|
HMA INTERMEDIATE, TYPE A | | |
0032 402-07440 33.000 TON | 90.00000 2970.00| 125.00000 4125.00|
HMA BASE, TYPE A | | |
0033 406-05520 0.600 TON | 800.00000 480.00| 650.00000 390.00|
ASPHALT FOR TACK COAT | | |
0034 601-01522 4.000 EACH | 2190.00000 8760.00| 2190.00000 8760.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0035 601-02241 600.000 LFT | 2.85000 1710.00| 2.85000 1710.00|
GUARDRAIL, REMOVE | | |
0036 601-06035 300.000 LFT | 20.75000 6225.00| 20.75000 6225.00|
GUARDRAIL, RESET | | |
0037 601-94689 4.000 EACH | 2595.00000 10380.00| 2595.00000 10380.00|
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 287.500 LFT | 23.80000 6842.50| 23.80000 6842.50|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0039 602-06729 12.000 EACH | 8.00000 96.00| 10.00000 120.00|
BARRIER DELINEATOR | | |
0040 609-06257 207.000 SYS | 75.00000 15525.00| 100.00000 20700.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -4
TABULATION OF BIDS
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-2040801 |( )
|RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 610-07487 16.000 TON | 100.00000 1600.00| 595.00000 9520.00|
HMA FOR APPROACHES, TYPE B | | |
0042 615-06490 15.000 EACH | 125.00000 1875.00| 125.00000 1875.00|
RIGHT OF WAY MARKER | | |
0043 615-06505 3.000 EACH | 595.00000 1785.00| 595.00000 1785.00|
MONUMENT, B | | |
0044 616-02320 1117.000 SYS | 2.15000 2401.55| 3.25000 3630.25|
GEOTEXTILES | | |
0045 616-06405 757.000 TON | 30.00000 22710.00| 32.00000 24224.00|
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 500.00000 1000.00| 400.00000 800.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02356 3.500 LBS | 40.00000 140.00| 72.00000 252.00|
SEEDING, WETLAND | | |
0048 621-06545 0.300 TON | 450.00000 135.00| 475.00000 142.50|
FERTILIZER | | |
0049 621-06557 8.000 LBS | 1.90000 15.20| 2.50000 20.00|
SEED MIXTURE, T | | |
0050 621-06559 1338.000 SYS | 2.40000 3211.20| 0.80000 1070.40|
MULCHED SEEDING, R | | |
0051 621-06565 0.900 TON | 400.00000 360.00| 410.00000 369.00|
MULCHING MATERIAL | | |
0052 621-06567 1.000 kGAL | 1.00000 1.00| 5.00000 5.00|
WATER | | |
0053 621-06574 265.000 SYS | 6.00000 1590.00| 4.50000 1192.50|
SODDING | | |
0054 621-09398 50.000 LBS | 10.00000 500.00| 4.00000 200.00|
SEED MIXTURE, SLOPE STABILIZATION | | |
0055 621-52448 4.000 EACH | 32.00000 128.00| 32.00000 128.00|
SIGN, DO NOT SPRAY | | |
0056 622-52436 4.000 EACH | 32.00000 128.00| 32.00000 128.00|
SIGN, DO NOT MOW OR SPRAY | | |
0057 622-91786 9.000 EACH | 85.00000 765.00| 105.00000 945.00|
SEEDLING | | |
0058 628-09402 19.000 MOS | 750.00000 14250.00| 1750.00000 33250.00|
FIELD OFFICE, B | | |
0059 628-09407 19.000 MOS | 20.00000 380.00| 300.00000 5700.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0060 701-09558 334.000 LFT | 40.00000 13360.00| 45.00000 15030.00|
TEST PILE, INDICATOR, PRODUCTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -5
TABULATION OF BIDS
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-2040801 |( )
|RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 701-09560 4.000 EACH | 500.00000 2000.00| 800.00000 3200.00|
TEST PILE, INDICATOR, RESTRIKE | | |
0062 701-09739 36.000 EACH | 150.00000 5400.00| 125.00000 4500.00|
PILE SHOE, HP 12 X 53 | | |
0063 701-51195 2246.000 LFT | 40.00000 89840.00| 48.00000 107808.00|
PILE, STEEL H, HP 12 IN X 53 | | |
0064 701-97874 393.000 LFT | 150.00000 58950.00| 130.00000 51090.00|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12 IN X 53 | | |
0065 703-06029 106245.000 LBS | 0.90000 95620.50| 0.77000 81808.65|
REINFORCING BARS, EPOXY COATED | | |
0066 703-97936 536.000 EACH | 20.00000 10720.00| 15.00000 8040.00|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0067 704-51002 337.000 CYS | 815.00000 274655.00| 600.00000 202200.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0068 706-05732 4.000 EACH | 1400.00000 5600.00| 1500.00000 6000.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0069 706-51020 44.000 CYS | 330.00000 14520.00| 285.00000 12540.00|
CONCRETE, C, RAILING | | |
0070 707-05979 5400.000 SFT | 52.50000 283500.00| 60.00000 324000.00|
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
27" X 48" | | |
0071 709-51821 LUMP | 4860.00000 4860.00| 5520.00000 5520.00|
SURFACE SEAL | | |
0072 715-05169 69.000 LFT | 25.00000 1725.00| 35.00000 2415.00|
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0073 715-05407 113.000 LFT | 10.00000 1130.00| 8.00000 904.00|
PIPE, END BENT DRAIN, 6 IN | | |
0074 801-01851 LUMP | 65000.00000 65000.00| 42500.00000 42500.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0075 801-03290 8.000 EACH | 295.00000 2360.00| 295.00000 2360.00|
CONSTRUCTION SIGN, C | | |
0076 801-06207 4335.000 LFT | 1.00000 4335.00| 1.30000 5635.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0077 801-06218 22.000 LFT | 6.00000 132.00| 6.00000 132.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0078 801-06640 37.000 EACH | 135.00000 4995.00| 135.00000 4995.00|
CONSTRUCTION SIGN, A | | |
0079 801-06645 2.000 EACH | 60.00000 120.00| 60.00000 120.00|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 414 -6
TABULATION OF BIDS
CALL ORDER : 414 CONTRACT ID : B -29973-B COUNTIES : PERRY
LETTING DATE : 10/06/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-2040801 |( )
|RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-06775 LUMP | 10000.00000 10000.00| 14459.96000 14459.96|
MAINTAINING TRAFFIC | | |
0081 801-07023 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0082 801-08401 540.000 LFT | 35.00000 18900.00| 23.00000 12420.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0083 801-08508 640.000 LFT | 35.00000 22400.00| 25.00000 16000.00|
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0084 802-07060 2.000 EACH | 180.00000 360.00| 180.00000 360.00|
SIGN, SHEET, RELOCATE | | |
0085 808-06712 213.000 LFT | 0.28000 59.64| 0.28000 59.64|
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0086 808-06713 1850.000 LFT | 0.28000 518.00| 0.28000 518.00|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0087 808-06714 2400.000 LFT | 0.28000 672.00| 0.28000 672.00|
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0088 808-06716 1175.000 LFT | 1.00000 1175.00| 1.00000 1175.00|
LINE, REMOVE | | |
0089 808-75996 24.000 EACH | 10.00000 240.00| 20.00000 480.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0090 808-75998 24.000 EACH | 65.00000 1560.00| 65.00000 1560.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0091 206-51235 LUMP | 1.00000 1.00| 85000.00000 85000.00|
COFFERDAM | | |
SECTION TOTALS | $ 1,492,918.84| $ 1,588,800.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,492,918.84| $ 1,588,800.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/22/11
LOCATION : ON BOSTICK ROAD OVER ST MARY'S RIVER PROJECT(S) : 0500904
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1374866 PRIMCO INC $ 1,347,094.74 100.0000%
2 38-2675420 ANLAAN CORPORATION $ 1,435,041.86 106.5287%
3 35-1057237 R L MCCOY INC $ 1,485,179.87 110.2506%
4 35-1128289 BEATY CONSTRUCTION INC $ 1,632,863.40 121.2137%
5 38-3806996 HIS CONSTRUCTORS INC $ 1,643,498.68 122.0032%
6 35-1817530 PIONEER ASSOCIATES INC $ 1,861,930.95 138.2183%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -2
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 38-2675420 |( 3 ) 35-1057237
|PRIMCO INC |ANLAAN CORPORATION |R L MCCOY 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 | 30136.00000 30136.00| 10000.00000 10000.00| 11000.00000 11000.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 8500.00000 8500.00| 3000.00000 3000.00| 6200.00000 6200.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 67354.73000 67354.73| 75000.00000 75000.00| 74200.00000 74200.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 44487.25000 44487.25| 18000.00000 18000.00| 22200.00000 22200.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 1951.000 CYS | 15.50000 30240.50| 15.50000 30240.50| 15.50000 30240.50
EXCAVATION, COMMON | | |
0012 203-02070 26429.000 CYS | 6.25000 165181.25| 8.25000 218039.25| 8.25000 218039.25
BORROW | | |
0013 204-02290 4.000 EACH | 2500.00000 10000.00| 2500.00000 10000.00| 2500.00000 10000.00
SETTLEMENT PLATE | | |
0014 204-08415 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00
STAKES, SETTLEMENT | | |
0015 205-06931 38.000 TON | 55.00000 2090.00| 55.00000 2090.00| 55.00000 2090.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 36.000 TON | 50.00000 1800.00| 50.00000 1800.00| 50.00000 1800.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06938 184.000 LFT | 19.00000 3496.00| 19.00000 3496.00| 19.00000 3496.00
TEMPORARY SLOPE DRAIN | | |
0018 205-09543 100.000 TON | 19.00000 1900.00| 19.00000 1900.00| 19.00000 1900.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -3
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 38-2675420 |( 3 ) 35-1057237
|PRIMCO INC |ANLAAN CORPORATION |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 206-51220 145.000 CYS | 67.00000 9715.00| 7.00000 1015.00| 200.00000 29000.00
EXCAVATION, WET | | |
0020 207-08266 6175.000 SYS | 0.95000 5866.25| 0.95000 5866.25| 0.95000 5866.25
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 690.000 SYS | 13.30000 9177.00| 13.30000 9177.00| 13.30000 9177.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-02050 400.000 CYS | 22.00000 8800.00| 22.00000 8800.00| 22.00000 8800.00
B BORROW | | |
0023 211-06467 27.000 CYS | 85.00000 2295.00| 35.00000 945.00| 65.00000 1755.00
AGGREGATE FOR END BENT BACKFILL | | |
0024 211-09264 107.000 CYS | 23.00000 2461.00| 23.00000 2461.00| 23.00000 2461.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0025 301-07448 2435.000 TON | 12.50000 30437.50| 13.30000 32385.50| 13.30000 32385.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 38.000 CYS | 62.00000 2356.00| 30.00000 1140.00| 70.00000 2660.00
DENSE GRADED SUBBASE | | |
0027 402-07432 447.000 TON | 68.00000 30396.00| 59.00000 26373.00| 59.00000 26373.00
HMA SURFACE, TYPE A | | |
0028 402-07435 751.000 TON | 50.00000 37550.00| 41.00000 30791.00| 41.00000 30791.00
HMA INTERMEDIATE, TYPE A | | |
0029 406-05520 2.000 TON | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
ASPHALT FOR TACK COAT | | |
0030 601-02800 4.000 EACH | 1030.00000 4120.00| 1030.00000 4120.00| 1030.00000 4120.00
GUARDRAIL TRANSITION, TGT | | |
0031 601-06037 4.000 EACH | 875.00000 3500.00| 875.00000 3500.00| 875.00000 3500.00
GUARDRAIL END TREATMENT, I | | |
0032 601-99105 281.250 LFT | 16.10000 4528.13| 16.10000 4528.13| 16.10000 4528.13
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0033 602-06729 14.000 EACH | 12.00000 168.00| 20.00000 280.00| 12.00000 168.00
BARRIER DELINEATOR | | |
0034 609-06257 224.000 SYS | 85.00000 19040.00| 80.00000 17920.00| 81.00000 18144.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0035 610-07487 157.000 TON | 65.00000 10205.00| 64.00000 10048.00| 64.00000 10048.00
HMA FOR APPROACHES, TYPE B | | |
0036 611-06497 1.000 EACH | 370.00000 370.00| 300.00000 300.00| 300.00000 300.00
MAILBOX ASSEMBLY, SINGLE | | |
0037 615-06505 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00
MONUMENT, B | | |
0038 616-02320 2007.000 SYS | 2.46000 4937.22| 2.00000 4014.00| 2.20000 4415.40
GEOTEXTILES | | |
0039 616-06405 1286.000 TON | 26.53000 34117.58| 18.00000 23148.00| 18.00000 23148.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -4
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 38-2675420 |( 3 ) 35-1057237
|PRIMCO INC |ANLAAN CORPORATION |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-01004 2.000 EACH | 380.00000 760.00| 380.00000 760.00| 380.00000 760.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0041 621-02770 8941.000 SYS | 1.00000 8941.00| 1.00000 8941.00| 1.00000 8941.00
EROSION CONTROL BLANKET | | |
0042 621-06545 1.000 TON | 672.00000 672.00| 672.00000 672.00| 672.00000 672.00
FERTILIZER | | |
0043 621-06553 320.000 LBS | 3.65000 1168.00| 3.65000 1168.00| 3.65000 1168.00
SEED MIXTURE, R | | |
0044 621-06557 280.000 LBS | 2.25000 630.00| 2.25000 630.00| 2.25000 630.00
SEED MIXTURE, T | | |
0045 621-06565 7.500 TON | 310.00000 2325.00| 310.00000 2325.00| 310.00000 2325.00
MULCHING MATERIAL | | |
0046 621-06567 1.000 kGAL | 23.00000 23.00| 23.00000 23.00| 23.00000 23.00
WATER | | |
0047 621-06574 320.000 SYS | 4.50000 1440.00| 4.50000 1440.00| 4.50000 1440.00
SODDING | | |
0048 628-09401 15.000 MOS | 1894.00000 28410.00| 750.00000 11250.00| 1650.00000 24750.00
FIELD OFFICE, A | | |
0049 628-09407 15.000 MOS | 293.00000 4395.00| 50.00000 750.00| 235.00000 3525.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0050 701-08253 14.000 EACH | 1.00000 14.00| 1.00000 14.00| 500.00000 7000.00
PILE SLEEVES | | |
0051 701-09739 42.000 EACH | 140.00000 5880.00| 100.00000 4200.00| 275.00000 11550.00
PILE SHOE, HP 12 X 53 | | |
0052 701-51195 2030.000 LFT | 25.00000 50750.00| 10.00000 20300.00| 39.00000 79170.00
PILE, STEEL H, HP 12 IN X 53 | | |
0053 702-51005 268.900 CYS | 325.00000 87392.50| 750.00000 201675.00| 525.00000 141172.50
CONCRETE, A, SUBSTRUCTURE | | |
0054 703-06028 19943.000 LBS | 1.00000 19943.00| 0.65000 12962.95| 0.70000 13960.10
REINFORCING BARS | | |
0055 703-06029 120968.000 LBS | 0.90000 108871.20| 0.75000 90726.00| 0.72000 87096.96
REINFORCING BARS, EPOXY COATED | | |
0056 704-51002 313.600 CYS | 495.00000 155232.00| 940.00000 294784.00| 600.00000 188160.00
CONCRETE, C, SUPERSTRUCTURE | | |
0057 706-06347 560.000 LFT | 105.00000 58800.00| 90.00000 50400.00| 89.00000 49840.00
RAILING, CF-1 | | |
0058 706-51020 26.000 CYS | 675.00000 17550.00| 50.00000 1300.00| 610.00000 15860.00
CONCRETE, C, RAILING | | |
0059 707-09865 906.000 LFT | 146.00000 132276.00| 130.00000 117780.00| 215.00000 194790.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 36" X 49" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -5
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 38-2675420 |( 3 ) 35-1057237
|PRIMCO INC |ANLAAN CORPORATION |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 709-51821 LUMP | 5500.00000 5500.00| 6030.00000 6030.00| 6030.00000 6030.00
SURFACE SEAL | | |
0061 715-05119 126.000 LFT | 25.00000 3150.00| 25.00000 3150.00| 25.00000 3150.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0062 715-05169 431.000 LFT | 25.00000 10775.00| 25.00000 10775.00| 25.00000 10775.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0063 715-05407 106.000 LFT | 15.00000 1590.00| 5.50000 583.00| 10.00000 1060.00
PIPE, END BENT DRAIN, 6 IN | | |
0064 715-46005 11.000 EACH | 340.00000 3740.00| 340.00000 3740.00| 340.00000 3740.00
PIPE END SECTION, 15 IN | | |
0065 720-45030 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00
INLET, E7 | | |
0066 720-45035 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00
INLET, F7 | | |
0067 801-03290 2.000 EACH | 110.00000 220.00| 110.00000 220.00| 110.00000 220.00
CONSTRUCTION SIGN, C | | |
0068 801-06640 8.000 EACH | 110.00000 880.00| 110.00000 880.00| 110.00000 880.00
CONSTRUCTION SIGN, A | | |
0069 801-06775 LUMP | 26532.35000 26532.35| 500.00000 500.00| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
0070 801-07118 48.000 LFT | 12.00000 576.00| 12.00000 576.00| 12.00000 576.00
BARRICADE, III-A | | |
0071 802-03896 6.000 EACH | 662.88000 3977.28| 662.88000 3977.28| 662.88000 3977.28
BOLLARD , PIPE | | |
0072 303-01180 892.000 TON | 12.50000 11150.00| 15.50000 13826.00| 15.50000 13826.00
COMPACTED AGGREGATE, NO. 53 | | |
SECTION TOTALS | $ 1,347,094.74| $ 1,435,041.86| $ 1,485,179.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,347,094.74| $ 1,435,041.86| $ 1,485,179.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -6
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 38-3806996 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES 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 | 18500.00000 18500.00| 9500.00000 9500.00| 10750.00000 10750.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 2500.00000 2500.00| 8600.00000 8600.00| 8500.00000 8500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 81600.00000 81600.00| 83000.00000 83000.00| 93096.54000 93096.54
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 24000.00000 24000.00| 25000.00000 25000.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 1951.000 CYS | 5.00000 9755.00| 15.75000 30728.25| 7.50000 14632.50
EXCAVATION, COMMON | | |
0012 203-02070 26429.000 CYS | 11.00000 290719.00| 8.35000 220682.15| 16.00000 422864.00
BORROW | | |
0013 204-02290 4.000 EACH | 2000.00000 8000.00| 2525.00000 10100.00| 1.00000 4.00
SETTLEMENT PLATE | | |
0014 204-08415 4.000 EACH | 180.00000 720.00| 305.00000 1220.00| 1.00000 4.00
STAKES, SETTLEMENT | | |
0015 205-06931 38.000 TON | 50.00000 1900.00| 56.00000 2128.00| 90.00000 3420.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 36.000 TON | 60.00000 2160.00| 51.00000 1836.00| 130.00000 4680.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06938 184.000 LFT | 20.00000 3680.00| 19.25000 3542.00| 6.00000 1104.00
TEMPORARY SLOPE DRAIN | | |
0018 205-09543 100.000 TON | 45.00000 4500.00| 19.25000 1925.00| 25.00000 2500.00
NO 2 STONE | | |
0019 206-51220 145.000 CYS | 700.00000 101500.00| 865.00000 125425.00| 200.00000 29000.00
EXCAVATION, WET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -7
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 38-3806996 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 6175.000 SYS | 2.50000 15437.50| 0.97000 5989.75| 6.50000 40137.50
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 690.000 SYS | 11.25000 7762.50| 13.50000 9315.00| 6.50000 4485.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-02050 400.000 CYS | 31.50000 12600.00| 22.25000 8900.00| 35.00000 14000.00
B BORROW | | |
0023 211-06467 27.000 CYS | 54.50000 1471.50| 100.00000 2700.00| 50.00000 1350.00
AGGREGATE FOR END BENT BACKFILL | | |
0024 211-09264 107.000 CYS | 35.00000 3745.00| 23.25000 2487.75| 30.00000 3210.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0025 301-07448 2435.000 TON | 16.50000 40177.50| 13.50000 32872.50| 15.00000 36525.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 38.000 CYS | 48.00000 1824.00| 80.00000 3040.00| 29.00000 1102.00
DENSE GRADED SUBBASE | | |
0027 402-07432 447.000 TON | 63.00000 28161.00| 60.00000 26820.00| 59.00000 26373.00
HMA SURFACE, TYPE A | | |
0028 402-07435 751.000 TON | 43.00000 32293.00| 42.00000 31542.00| 41.00000 30791.00
HMA INTERMEDIATE, TYPE A | | |
0029 406-05520 2.000 TON | 50.00000 100.00| 51.00000 102.00| 50.00000 100.00
ASPHALT FOR TACK COAT | | |
0030 601-02800 4.000 EACH | 1030.00000 4120.00| 1040.00000 4160.00| 1030.00000 4120.00
GUARDRAIL TRANSITION, TGT | | |
0031 601-06037 4.000 EACH | 875.00000 3500.00| 885.00000 3540.00| 875.00000 3500.00
GUARDRAIL END TREATMENT, I | | |
0032 601-99105 281.250 LFT | 16.10000 4528.13| 16.25000 4570.31| 16.10000 4528.13
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0033 602-06729 14.000 EACH | 9.00000 126.00| 10.20000 142.80| 5.00000 70.00
BARRIER DELINEATOR | | |
0034 609-06257 224.000 SYS | 64.00000 14336.00| 92.00000 20608.00| 95.00000 21280.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0035 610-07487 157.000 TON | 68.00000 10676.00| 65.00000 10205.00| 64.00000 10048.00
HMA FOR APPROACHES, TYPE B | | |
0036 611-06497 1.000 EACH | 300.00000 300.00| 305.00000 305.00| 300.00000 300.00
MAILBOX ASSEMBLY, SINGLE | | |
0037 615-06505 6.000 EACH | 700.00000 4200.00| 710.00000 4260.00| 700.00000 4200.00
MONUMENT, B | | |
0038 616-02320 2007.000 SYS | 2.25000 4515.75| 2.25000 4515.75| 3.00000 6021.00
GEOTEXTILES | | |
0039 616-06405 1286.000 TON | 22.50000 28935.00| 19.00000 24434.00| 26.00000 33436.00
RIPRAP, REVETMENT | | |
0040 621-01004 2.000 EACH | 525.00000 1050.00| 385.00000 770.00| 475.00000 950.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -8
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 38-3806996 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-02770 8941.000 SYS | 1.20000 10729.20| 1.00000 8941.00| 1.08000 9656.28
EROSION CONTROL BLANKET | | |
0042 621-06545 1.000 TON | 945.00000 945.00| 675.00000 675.00| 850.00000 850.00
FERTILIZER | | |
0043 621-06553 320.000 LBS | 5.25000 1680.00| 6.70000 2144.00| 4.92000 1574.40
SEED MIXTURE, R | | |
0044 621-06557 280.000 LBS | 3.40000 952.00| 2.30000 644.00| 3.08000 862.40
SEED MIXTURE, T | | |
0045 621-06565 7.500 TON | 260.00000 1950.00| 315.00000 2362.50| 235.00000 1762.50
MULCHING MATERIAL | | |
0046 621-06567 1.000 kGAL | 1.10000 1.10| 23.00000 23.00| 1.00000 1.00
WATER | | |
0047 621-06574 320.000 SYS | 8.00000 2560.00| 4.55000 1456.00| 6.18000 1977.60
SODDING | | |
0048 628-09401 15.000 MOS | 1075.00000 16125.00| 1850.00000 27750.00| 2500.00000 37500.00
FIELD OFFICE, A | | |
0049 628-09407 15.000 MOS | 200.00000 3000.00| 225.00000 3375.00| 200.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0050 701-08253 14.000 EACH | 1.00000 14.00| 750.00000 10500.00| 1.00000 14.00
PILE SLEEVES | | |
0051 701-09739 42.000 EACH | 150.00000 6300.00| 115.00000 4830.00| 130.00000 5460.00
PILE SHOE, HP 12 X 53 | | |
0052 701-51195 2030.000 LFT | 46.00000 93380.00| 45.00000 91350.00| 48.00000 97440.00
PILE, STEEL H, HP 12 IN X 53 | | |
0053 702-51005 268.900 CYS | 525.00000 141172.50| 575.00000 154617.50| 595.00000 159995.50
CONCRETE, A, SUBSTRUCTURE | | |
0054 703-06028 19943.000 LBS | 0.75000 14957.25| 0.76000 15156.68| 1.00000 19943.00
REINFORCING BARS | | |
0055 703-06029 120968.000 LBS | 0.75000 90726.00| 0.83000 100403.44| 1.05000 127016.40
REINFORCING BARS, EPOXY COATED | | |
0056 704-51002 313.600 CYS | 485.00000 152096.00| 600.00000 188160.00| 565.00000 177184.00
CONCRETE, C, SUPERSTRUCTURE | | |
0057 706-06347 560.000 LFT | 89.00000 49840.00| 90.00000 50400.00| 89.00000 49840.00
RAILING, CF-1 | | |
0058 706-51020 26.000 CYS | 500.00000 13000.00| 700.00000 18200.00| 650.00000 16900.00
CONCRETE, C, RAILING | | |
0059 707-09865 906.000 LFT | 195.00000 176670.00| 203.00000 183918.00| 250.00000 226500.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 36" X 49" | | |
0060 709-51821 LUMP | 6500.00000 6500.00| 6100.00000 6100.00| 5000.00000 5000.00
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 420 -9
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -30863-A COUNTIES : ALLEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 38-3806996 |( 6 ) 35-1817530
|BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 715-05119 126.000 LFT | 26.00000 3276.00| 25.50000 3213.00| 37.00000 4662.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0062 715-05169 431.000 LFT | 26.00000 11206.00| 25.50000 10990.50| 32.00000 13792.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0063 715-05407 106.000 LFT | 10.00000 1060.00| 19.00000 2014.00| 14.00000 1484.00
PIPE, END BENT DRAIN, 6 IN | | |
0064 715-46005 11.000 EACH | 375.00000 4125.00| 345.00000 3795.00| 235.00000 2585.00
PIPE END SECTION, 15 IN | | |
0065 720-45030 1.000 EACH | 1300.00000 1300.00| 1425.00000 1425.00| 2000.00000 2000.00
INLET, E7 | | |
0066 720-45035 1.000 EACH | 1350.00000 1350.00| 1425.00000 1425.00| 1200.00000 1200.00
INLET, F7 | | |
0067 801-03290 2.000 EACH | 225.00000 450.00| 112.00000 224.00| 183.00000 366.00
CONSTRUCTION SIGN, C | | |
0068 801-06640 8.000 EACH | 200.00000 1600.00| 112.00000 896.00| 176.25000 1410.00
CONSTRUCTION SIGN, A | | |
0069 801-06775 LUMP | 37733.47000 37733.47| 5000.00000 5000.00| 400.00000 400.00
MAINTAINING TRAFFIC | | |
0070 801-07118 48.000 LFT | 9.50000 456.00| 12.25000 588.00| 8.40000 403.20
BARRICADE, III-A | | |
0071 802-03896 6.000 EACH | 450.00000 2700.00| 665.00000 3990.00| 650.00000 3900.00
BOLLARD , PIPE | | |
0072 303-01180 892.000 TON | 17.50000 15610.00| 15.65000 13959.80| 17.00000 15164.00
COMPACTED AGGREGATE, NO. 53 | | |
SECTION TOTALS | $ 1,632,863.40| $ 1,643,498.68| $ 1,861,930.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,632,863.40| $ 1,643,498.68| $ 1,861,930.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : B -31815-A COUNTIES : PULASKI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 09/01/11
LOCATION : ON SR 119 OVER TIPPECANOE RIVER PROJECT(S) : 9999195
0900117
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING INC $ 592,853.00 100.0000%
2 35-1645115 THREE STAR PAINTING INC $ 967,033.56 163.1152%
3 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 1,076,267.25 181.5403%
4 35-1602596 ICARUS INDUSTRIAL PAINTING $ 1,127,839.40 190.2393%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 430 -2
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -31815-A COUNTIES : PULASKI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1645115 |( 3 ) 26-3919039
|CENTRAL PAINTING INC |THREE STAR PAINTING INC |TONN AND BLANK CONSTRUCTION L
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-06845 LUMP | 500.00000 500.00| 1000.00000 1000.00| 3852.20000 3852.20
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 | 20000.00000 20000.00| 100000.00000 100000.00| 93359.20000 93359.20
MOBILIZATION AND DEMOBILIZATION | | |
0007 619-04414 16.000 EACH | 200.00000 3200.00| 350.00000 5600.00| 844.09000 13505.44
DRAIN EXTENSION | | |
0008 619-09425 50000.000 SFT | 5.00000 250000.00| 9.82000 491000.00| 9.06000 453000.00
CLEAN STEEL BRIDGE, TYPE 2, QP-2 | | |
0009 619-09429 9792.000 SFT | 3.00000 29376.00| 6.76000 66193.92| 11.25000 110160.00
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
0010 619-09435 50000.000 SFT | 1.50000 75000.00| 1.73000 86500.00| 3.40000 170000.00
PAINT STEEL BRIDGE, TYPE 2 | | |
0011 619-09437 9792.000 SFT | 1.00000 9792.00| 1.97000 19290.24| 1.12000 10967.04
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0012 628-09401 4.000 MOS | 1500.00000 6000.00| 100.00000 400.00| 2209.35000 8837.40
FIELD OFFICE, A | | |
0013 709-51821 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 2500.00000 2500.00
SURFACE SEAL | | |
0014 711-51038 LUMP | 75000.00000 75000.00| 75000.00000 75000.00| 80159.75000 80159.75
STRUCTURAL STEEL | | |
0015 711-51864 640.000 EACH | 8.00000 5120.00| 8.00000 5120.00| 23.01000 14726.40
DRILLED HOLE | | |
0016 711-51866 482.000 EACH | 8.00000 3856.00| 8.00000 3856.00| 82.51000 39769.82
RIVET, REMOVE | | |
0017 711-51867 42.100 SQIN | 20.00000 842.00| 20.00000 842.00| 120.57000 5076.00
STRUCTURAL STEEL FIELD CUT , HORIZONTAL | | |
BRACE REMOVAL | | |
0018 711-51876 LUMP | 100000.00000 100000.00| 100000.00000 100000.00| 52553.07000 52553.07
JACKING AND SUPPORTING TRUSSES , | | |
TEMPORARY SPLICE CONNECTIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 430 -3
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -31815-A COUNTIES : PULASKI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1645115 |( 3 ) 26-3919039
|CENTRAL PAINTING INC |THREE STAR PAINTING INC |TONN AND BLANK CONSTRUCTION L
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-03290 8.000 EACH | 89.00000 712.00| 89.00000 712.00| 100.84000 806.72
CONSTRUCTION SIGN, C | | |
0020 801-04308 9.000 EACH | 108.00000 972.00| 108.00000 972.00| 122.36000 1101.24
ROAD CLOSURE SIGN ASSEMBLY | | |
0021 801-06625 64.000 EACH | 65.00000 4160.00| 65.00000 4160.00| 73.65000 4713.60
DETOUR ROUTE MARKER ASSEMBLY | | |
0022 801-06640 56.000 EACH | 62.00000 3472.00| 62.00000 3472.00| 70.25000 3934.00
CONSTRUCTION SIGN, A | | |
0023 801-06645 7.000 EACH | 21.00000 147.00| 21.00000 147.00| 23.79000 166.53
CONSTRUCTION SIGN, B | | |
0024 801-06775 LUMP | 2000.00000 2000.00| 600.00000 600.00| 5755.64000 5755.64
MAINTAINING TRAFFIC | | |
0025 801-07118 120.000 LFT | 8.50000 1020.00| 5.35000 642.00| 6.06000 727.20
BARRICADE, III-A | | |
0026 801-07119 80.000 LFT | 8.50000 680.00| 6.53000 522.40| 7.40000 592.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 592,853.00| $ 967,033.56| $ 1,076,267.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 592,853.00| $ 967,033.56| $ 1,076,267.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 430 -4
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -31815-A COUNTIES : PULASKI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1602596 |( ) |( )
|ICARUS INDUSTRIAL PAINTING | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-06845 LUMP | 1.00000 1.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 50000.00000 50000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 619-04414 16.000 EACH | 1000.00000 16000.00| |
DRAIN EXTENSION | | |
0008 619-09425 50000.000 SFT | 10.50000 525000.00| |
CLEAN STEEL BRIDGE, TYPE 2, QP-2 | | |
0009 619-09429 9792.000 SFT | 10.00000 97920.00| |
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
0010 619-09435 50000.000 SFT | 3.50000 175000.00| |
PAINT STEEL BRIDGE, TYPE 2 | | |
0011 619-09437 9792.000 SFT | 2.25000 22032.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0012 628-09401 4.000 MOS | 2000.00000 8000.00| |
FIELD OFFICE, A | | |
0013 709-51821 LUMP | 500.00000 500.00| |
SURFACE SEAL | | |
0014 711-51038 LUMP | 155000.00000 155000.00| |
STRUCTURAL STEEL | | |
0015 711-51864 640.000 EACH | 15.00000 9600.00| |
DRILLED HOLE | | |
0016 711-51866 482.000 EACH | 25.00000 12050.00| |
RIVET, REMOVE | | |
0017 711-51867 42.100 SQIN | 50.00000 2105.00| |
STRUCTURAL STEEL FIELD CUT , HORIZONTAL | | |
BRACE REMOVAL | | |
0018 711-51876 LUMP | 35000.00000 35000.00| |
JACKING AND SUPPORTING TRUSSES , | | |
TEMPORARY SPLICE CONNECTIONS | | |
0019 801-03290 8.000 EACH | 89.00000 712.00| |
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 430 -5
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -31815-A COUNTIES : PULASKI
LETTING DATE : 10/06/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1602596 |( ) |( )
|ICARUS INDUSTRIAL PAINTING | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-04308 9.000 EACH | 108.00000 972.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0021 801-06625 64.000 EACH | 65.00000 4160.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0022 801-06640 56.000 EACH | 62.00000 3472.00| |
CONSTRUCTION SIGN, A | | |
0023 801-06645 7.000 EACH | 21.00000 147.00| |
CONSTRUCTION SIGN, B | | |
0024 801-06775 LUMP | 9000.00000 9000.00| |
MAINTAINING TRAFFIC | | |
0025 801-07118 120.000 LFT | 5.35000 642.00| |
BARRICADE, III-A | | |
0026 801-07119 80.000 LFT | 6.53000 522.40| |
BARRICADE, III-B | | |
SECTION TOTALS | $ 1,127,839.40| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,127,839.40| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -1
VENDOR RANKING
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE RECONSTRUCTION COMPLETION DATE : 12/15/11
LOCATION : ON MORRIS STREET OVER WHITE RIVER PROJECT(S) : 0900010
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1128289 BEATY CONSTRUCTION INC $ 7,853,559.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 8,635,225.95 109.9530%
3 35-1917625 MILESTONE CONTRACTORS LP $ 8,638,000.00 109.9884%
4 38-2675420 ANLAAN CORPORATION $ 9,658,409.65 122.9813%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -2
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 15280.15000 15280.15| 60000.00000 60000.00| 40000.00000 40000.00
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 | 392000.00000 392000.00| 431756.79000 431756.79| 480000.00000 480000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 39000.00000 39000.00| 43175.67000 43175.67| 48000.00000 48000.00
CLEARING RIGHT OF WAY | | |
0009 202-01502 7.000 EACH | 160.29000 1122.03| 150.00000 1050.00| 600.00000 4200.00
LIGHT STANDARD, REMOVE | | |
0010 202-02240 610.000 SYS | 17.73000 10815.30| 20.00000 12200.00| 24.00000 14640.00
PAVEMENT REMOVAL | | |
0011 202-02279 343.000 LFT | 5.12000 1756.16| 10.00000 3430.00| 8.00000 2744.00
CURB AND GUTTER, REMOVE | | |
0012 202-51328 LUMP | 833564.48000 833564.48| 1010000.00000 1010000.00| 2242400.20000 2242400.20
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0013 202-52710 229.000 SYS | 4.29000 982.41| 15.00000 3435.00| 17.00000 3893.00
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-91385 1.000 EACH | 163.86000 163.86| 750.00000 750.00| 800.00000 800.00
INLET, REMOVE | | |
0015 203-02000 486.000 CYS | 7.23000 3513.78| 15.00000 7290.00| 20.00000 9720.00
EXCAVATION, COMMON | | |
0016 203-02070 97.000 CYS | 19.05000 1847.85| 30.00000 2910.00| 20.00000 1940.00
BORROW | | |
0017 203-08607 250.000 LFT | 7.05000 1762.50| 10.00000 2500.00| 8.00000 2000.00
LINEAR GRADING | | |
0018 211-02050 134.000 CYS | 24.98000 3347.32| 40.00000 5360.00| 34.00000 4556.00
B BORROW | | |
0019 211-09265 32.000 CYS | 42.37000 1355.84| 40.00000 1280.00| 34.00000 1088.00
STRUCTURAL BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -3
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 302-07455 116.000 CYS | 41.08000 4765.28| 75.00000 8700.00| 100.00000 11600.00
DENSE GRADED SUBBASE | | |
0021 306-08034 1163.000 SYS | 5.38000 6256.94| 7.00000 8141.00| 4.70000 5466.10
MILLING, ASPHALT, 1 1/2 IN | | |
0022 306-08043 991.000 SYS | 3.16000 3131.56| 7.00000 6937.00| 2.25000 2229.75
MILLING, TRANSITION | | |
0023 406-05521 2234.000 SYS | 0.53000 1184.02| 0.33000 737.22| 0.13000 290.42
ASPHALT FOR TACK COAT | | |
0024 502-06329 142.400 SYS | 56.82000 8091.17| 100.00000 14240.00| 85.00000 12104.00
PCCP, 12 IN | | |
0026 601-02024 4.000 EACH | 2404.27000 9617.08| 2250.00000 9000.00| 2300.00000 9200.00
GUARDRAIL TRANSITION, TGB, MODIFIED | | |
0027 601-02241 229.000 LFT | 8.55000 1957.95| 8.00000 1832.00| 8.25000 1889.25
GUARDRAIL, REMOVE | | |
0028 601-06037 2.000 EACH | 961.71000 1923.42| 900.00000 1800.00| 1000.00000 2000.00
GUARDRAIL END TREATMENT, I | | |
0029 601-94689 2.000 EACH | 2591.27000 5182.54| 2425.00000 4850.00| 2400.00000 4800.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 50.000 LFT | 21.38000 1069.00| 20.00000 1000.00| 20.00000 1000.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 604-07902 36.000 SYS | 196.80000 7084.80| 120.00000 4320.00| 145.00000 5220.00
CURB RAMP, CONCRETE, H | | |
0032 604-91531 229.000 SYS | 32.98000 7552.42| 40.00000 9160.00| 35.00000 8015.00
SIDEWALK, CONCRETE, 4 IN | | |
0033 605-06140 479.000 LFT | 30.87000 14786.73| 30.00000 14370.00| 28.00000 13412.00
CURB AND GUTTER, CONCRETE | | |
0034 610-07488 223.000 TON | 138.92000 30979.16| 125.00000 27875.00| 100.00000 22300.00
HMA FOR APPROACHES, TYPE C | | |
0035 616-02320 30.000 SYS | 6.72000 201.60| 3.00000 90.00| 5.00000 150.00
GEOTEXTILES | | |
0036 616-06405 13.000 TON | 31.24000 406.12| 40.00000 520.00| 57.00000 741.00
RIPRAP, REVETMENT | | |
0037 621-06560 360.000 SYS | 2.72000 979.20| 2.95000 1062.00| 2.55000 918.00
MULCHED SEEDING, U | | |
0038 628-09402 16.000 MOS | 1423.49000 22775.84| 3500.00000 56000.00| 3000.00000 48000.00
FIELD OFFICE, B | | |
0039 702-51005 354.800 CYS | 1254.47000 445085.96| 1200.00000 425760.00| 1000.00000 354800.00
CONCRETE, A, SUBSTRUCTURE | | |
0040 702-51110 6440.000 LBS | 2.56000 16486.40| 3.00000 19320.00| 2.50000 16100.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0041 702-51863 4676.000 EACH | 24.04000 112411.04| 25.00000 116900.00| 7.00000 32732.00
FIELD DRILLED HOLE IN CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -4
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 703-01540 1841.000 EACH | 14.29000 26307.89| 25.00000 46025.00| 13.00000 23933.00
THREADED TIE BAR ASSEMBLY | | |
0043 703-06028 28692.000 LBS | 0.69000 19797.48| 0.90000 25822.80| 0.70000 20084.40
REINFORCING BARS | | |
0044 703-06029 1075010.000 LBS | 0.78000 838507.80| 1.00000 1075010.00| 0.68000 731006.80
REINFORCING BARS, EPOXY COATED | | |
0045 703-08247 3050.000 EACH | 32.49000 99094.50| 29.80000 90890.00| 40.00000 122000.00
EMBEDDED GALVANIC ANODE | | |
0046 703-08556 624.000 EACH | 13.65000 8517.60| 30.00000 18720.00| 13.00000 8112.00
THREADED ROD | | |
0047 703-96512 432.000 EACH | 110.18000 47597.76| 65.00000 28080.00| 55.00000 23760.00
BAR SPLICE | | |
0048 704-51002 3099.400 CYS | 630.29000 1953520.83| 750.00000 2324550.00| 590.00000 1828646.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-51020 168.400 CYS | 1125.05000 189458.42| 1200.00000 202080.00| 1200.00000 202080.00
CONCRETE, C, RAILING | | |
0050 708-51813 1390.000 SFT | 60.30000 83817.00| 55.30000 76867.00| 42.00000 58380.00
PNEUMATICALLY PLACED MORTAR , ABUTMENTS | | |
0051 708-51813 15850.000 SFT | 60.30000 955755.00| 55.30000 876505.00| 54.00000 855900.00
PNEUMATICALLY PLACED MORTAR , ARCH RING | | |
0052 708-51813 890.000 SFT | 60.30000 53667.00| 55.30000 49217.00| 54.00000 48060.00
PNEUMATICALLY PLACED MORTAR , PIERS | | |
0053 709-51821 LUMP | 56324.15000 56324.15| 63600.00000 63600.00| 52000.00000 52000.00
SURFACE SEAL | | |
0054 709-51821 LUMP | 665074.11000 665074.11| 590400.00000 590400.00| 403200.00000 403200.00
SURFACE SEAL , MODIFIED | | |
0055 710-09939 LUMP | 501912.89000 501912.89| 460350.00000 460350.00| 450000.00000 450000.00
ENCASEMENT, ARCH RINGS | | |
0056 711-02707 624.000 EACH | 72.64000 45327.36| 150.00000 93600.00| 35.00000 21840.00
ANCHOR PLATE | | |
0057 715-05151 32.000 LFT | 45.52000 1456.64| 75.00000 2400.00| 45.00000 1440.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0058 715-05152 50.000 LFT | 75.31000 3765.50| 80.00000 4000.00| 50.00000 2500.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0059 715-08306 5.000 TON | 135.83000 679.15| 227.00000 1135.00| 260.00000 1300.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0060 715-09938 160.000 LS | 153.30000 24528.00| 200.00000 32000.00| 500.00000 80000.00
PIPE, BRIDGE DECK DRAIN SYSYEM | | |
0061 720-44000 21.000 EACH | 344.50000 7234.50| 650.00000 13650.00| 500.00000 10500.00
CASTING, ADJUST TO GRADE | | |
0062 720-98174 2.000 EACH | 1675.92000 3351.84| 4000.00000 8000.00| 2200.00000 4400.00
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -5
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 724-03276 944.000 LFT | 49.08000 46331.52| 50.00000 47200.00| 75.00000 70800.00
STRUCTURAL EXPANSION JOINT SEALING SYS | | |
0064 731-03133 1930.000 SFT | 60.30000 116379.00| 50.00000 96500.00| 45.00000 86850.00
CONCRETE FACING , 4 IN. | | |
0065 801-03290 8.000 EACH | 308.81000 2470.48| 289.00000 2312.00| 300.00000 2400.00
CONSTRUCTION SIGN, C | | |
0066 801-04308 5.000 EACH | 422.08000 2110.40| 395.00000 1975.00| 400.00000 2000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0067 801-06625 5.000 EACH | 148.53000 742.65| 139.00000 695.00| 140.00000 700.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0068 801-06640 14.000 EACH | 201.96000 2827.44| 189.00000 2646.00| 190.00000 2660.00
CONSTRUCTION SIGN, A | | |
0069 801-06775 LUMP | 10313.25000 10313.25| 2000.00000 2000.00| 35000.00000 35000.00
MAINTAINING TRAFFIC | | |
0070 801-07118 96.000 LFT | 23.51000 2256.96| 22.00000 2112.00| 22.00000 2112.00
BARRICADE, III-A | | |
0071 801-07119 72.000 LFT | 26.71000 1923.12| 25.00000 1800.00| 25.00000 1800.00
BARRICADE, III-B | | |
0072 805-09773 3.000 EACH | 1442.56000 4327.68| 1350.00000 4050.00| 1400.00000 4200.00
SIGNAL POLE , RESET | | |
0073 805-78470 470.000 LFT | 0.53000 249.10| 0.50000 235.00| 0.55000 258.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0074 805-78795 190.000 LFT | 8.55000 1624.50| 8.00000 1520.00| 8.00000 1520.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0075 805-95568 1500.000 LFT | 9.62000 14430.00| 9.00000 13500.00| 9.00000 13500.00
CONDUIT, PVC, 4 IN. | | |
0076 807-02191 4.000 EACH | 908.28000 3633.12| 850.00000 3400.00| 900.00000 3600.00
HANDHOLE, LIGHTING | | |
0077 807-03802 12.000 EACH | 293.85000 3526.20| 275.00000 3300.00| 300.00000 3600.00
LIGHT STANDARDS | | |
0078 807-08214 1590.000 LFT | 8.02000 12751.80| 7.50000 11925.00| 8.00000 12720.00
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0079 808-02157 2.000 EACH | 117.55000 235.10| 110.00000 220.00| 110.00000 220.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
0080 808-03002 470.000 LFT | 0.33000 155.10| 0.31000 145.70| 0.34000 159.80
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0081 808-03631 485.000 LFT | 0.33000 160.05| 0.31000 150.35| 0.34000 164.90
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0082 808-03632 2982.000 LFT | 0.33000 984.06| 0.31000 924.42| 0.34000 1013.88
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0083 808-06716 242.000 LFT | 2.14000 517.88| 2.00000 484.00| 2.00000 484.00
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -6
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 808-74805 72.000 LFT | 18.96000 1365.12| 17.75000 1278.00| 18.00000 1296.00
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
0085 808-74807 1.000 EACH | 245.78000 245.78| 230.00000 230.00| 250.00000 250.00
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0086 808-74808 1.000 EACH | 251.12000 251.12| 235.00000 235.00| 235.00000 235.00
PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | |
0087 601-02103 25.000 LFT | 26.71000 667.75| 25.00000 625.00| 28.00000 700.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | |
IN SPACING | | |
0088 503-05310 128.000 LFT | 147.45000 18873.60| 200.00000 25600.00| 170.00000 21760.00
TERMINAL JOINT | | |
0089 621-01004 1.000 EACH | 427.42000 427.42| 485.00000 485.00| 400.00000 400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0090 202-93995 3.000 EACH | 534.29000 1602.87| 500.00000 1500.00| 600.00000 1800.00
SIGNAL POLE FOUNDATION, REMOVE | | |
0091 805-02327 2.000 EACH | 90.83000 181.66| 85.00000 170.00| 100.00000 200.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0092 805-05698 3.000 EACH | 2617.98000 7853.94| 2450.00000 7350.00| 2500.00000 7500.00
SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | |
5FT X 7FT | | |
SECTION TOTALS | $ 7,853,559.00| $ 8,635,225.95| $ 8,638,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,853,559.00| $ 8,635,225.95| $ 8,638,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -7
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-2675420 |( ) |( )
|ANLAAN CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| |
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 | 402000.00000 402000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 5000.00000 5000.00| |
CLEARING RIGHT OF WAY | | |
0009 202-01502 7.000 EACH | 150.00000 1050.00| |
LIGHT STANDARD, REMOVE | | |
0010 202-02240 610.000 SYS | 12.00000 7320.00| |
PAVEMENT REMOVAL | | |
0011 202-02279 343.000 LFT | 7.00000 2401.00| |
CURB AND GUTTER, REMOVE | | |
0012 202-51328 LUMP | 1600000.00000 1600000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0013 202-52710 229.000 SYS | 8.00000 1832.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-91385 1.000 EACH | 650.00000 650.00| |
INLET, REMOVE | | |
0015 203-02000 486.000 CYS | 12.00000 5832.00| |
EXCAVATION, COMMON | | |
0016 203-02070 97.000 CYS | 12.00000 1164.00| |
BORROW | | |
0017 203-08607 250.000 LFT | 50.00000 12500.00| |
LINEAR GRADING | | |
0018 211-02050 134.000 CYS | 25.00000 3350.00| |
B BORROW | | |
0019 211-09265 32.000 CYS | 28.00000 896.00| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0020 302-07455 116.000 CYS | 65.00000 7540.00| |
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -8
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-2675420 |( ) |( )
|ANLAAN CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 306-08034 1163.000 SYS | 0.40000 465.20| |
MILLING, ASPHALT, 1 1/2 IN | | |
0022 306-08043 991.000 SYS | 0.40000 396.40| |
MILLING, TRANSITION | | |
0023 406-05521 2234.000 SYS | 0.33000 737.22| |
ASPHALT FOR TACK COAT | | |
0024 502-06329 142.400 SYS | 109.00000 15521.60| |
PCCP, 12 IN | | |
0026 601-02024 4.000 EACH | 2250.00000 9000.00| |
GUARDRAIL TRANSITION, TGB, MODIFIED | | |
0027 601-02241 229.000 LFT | 8.00000 1832.00| |
GUARDRAIL, REMOVE | | |
0028 601-06037 2.000 EACH | 900.00000 1800.00| |
GUARDRAIL END TREATMENT, I | | |
0029 601-94689 2.000 EACH | 2425.00000 4850.00| |
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 50.000 LFT | 20.00000 1000.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 604-07902 36.000 SYS | 135.00000 4860.00| |
CURB RAMP, CONCRETE, H | | |
0032 604-91531 229.000 SYS | 29.00000 6641.00| |
SIDEWALK, CONCRETE, 4 IN | | |
0033 605-06140 479.000 LFT | 31.00000 14849.00| |
CURB AND GUTTER, CONCRETE | | |
0034 610-07488 223.000 TON | 125.00000 27875.00| |
HMA FOR APPROACHES, TYPE C | | |
0035 616-02320 30.000 SYS | 3.00000 90.00| |
GEOTEXTILES | | |
0036 616-06405 13.000 TON | 50.00000 650.00| |
RIPRAP, REVETMENT | | |
0037 621-06560 360.000 SYS | 2.55000 918.00| |
MULCHED SEEDING, U | | |
0038 628-09402 16.000 MOS | 1500.00000 24000.00| |
FIELD OFFICE, B | | |
0039 702-51005 354.800 CYS | 1200.00000 425760.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0040 702-51110 6440.000 LBS | 2.00000 12880.00| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0041 702-51863 4676.000 EACH | 10.00000 46760.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0042 703-01540 1841.000 EACH | 20.00000 36820.00| |
THREADED TIE BAR ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -9
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-2675420 |( ) |( )
|ANLAAN CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0043 703-06028 28692.000 LBS | 1.00000 28692.00| |
REINFORCING BARS | | |
0044 703-06029 1075010.000 LBS | 1.00000 1075010.00| |
REINFORCING BARS, EPOXY COATED | | |
0045 703-08247 3050.000 EACH | 29.80000 90890.00| |
EMBEDDED GALVANIC ANODE | | |
0046 703-08556 624.000 EACH | 15.00000 9360.00| |
THREADED ROD | | |
0047 703-96512 432.000 EACH | 1.00000 432.00| |
BAR SPLICE | | |
0048 704-51002 3099.400 CYS | 1000.00000 3099400.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-51020 168.400 CYS | 1200.00000 202080.00| |
CONCRETE, C, RAILING | | |
0050 708-51813 1390.000 SFT | 55.30000 76867.00| |
PNEUMATICALLY PLACED MORTAR , ABUTMENTS | | |
0051 708-51813 15850.000 SFT | 55.30000 876505.00| |
PNEUMATICALLY PLACED MORTAR , ARCH RING | | |
0052 708-51813 890.000 SFT | 55.30000 49217.00| |
PNEUMATICALLY PLACED MORTAR , PIERS | | |
0053 709-51821 LUMP | 63600.00000 63600.00| |
SURFACE SEAL | | |
0054 709-51821 LUMP | 590400.00000 590400.00| |
SURFACE SEAL , MODIFIED | | |
0055 710-09939 LUMP | 460350.00000 460350.00| |
ENCASEMENT, ARCH RINGS | | |
0056 711-02707 624.000 EACH | 12.00000 7488.00| |
ANCHOR PLATE | | |
0057 715-05151 32.000 LFT | 55.00000 1760.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0058 715-05152 50.000 LFT | 65.00000 3250.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0059 715-08306 5.000 TON | 227.00000 1135.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0060 715-09938 160.000 LS | 250.00000 40000.00| |
PIPE, BRIDGE DECK DRAIN SYSYEM | | |
0061 720-44000 21.000 EACH | 200.00000 4200.00| |
CASTING, ADJUST TO GRADE | | |
0062 720-98174 2.000 EACH | 950.00000 1900.00| |
INLET, B15 | | |
0063 724-03276 944.000 LFT | 45.00000 42480.00| |
STRUCTURAL EXPANSION JOINT SEALING SYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -10
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-2675420 |( ) |( )
|ANLAAN CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 731-03133 1930.000 SFT | 55.30000 106729.00| |
CONCRETE FACING , 4 IN. | | |
0065 801-03290 8.000 EACH | 250.00000 2000.00| |
CONSTRUCTION SIGN, C | | |
0066 801-04308 5.000 EACH | 450.00000 2250.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0067 801-06625 5.000 EACH | 120.00000 600.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0068 801-06640 14.000 EACH | 225.00000 3150.00| |
CONSTRUCTION SIGN, A | | |
0069 801-06775 LUMP | 15000.00000 15000.00| |
MAINTAINING TRAFFIC | | |
0070 801-07118 96.000 LFT | 15.00000 1440.00| |
BARRICADE, III-A | | |
0071 801-07119 72.000 LFT | 18.00000 1296.00| |
BARRICADE, III-B | | |
0072 805-09773 3.000 EACH | 1350.00000 4050.00| |
SIGNAL POLE , RESET | | |
0073 805-78470 470.000 LFT | 0.50000 235.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0074 805-78795 190.000 LFT | 8.00000 1520.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0075 805-95568 1500.000 LFT | 9.00000 13500.00| |
CONDUIT, PVC, 4 IN. | | |
0076 807-02191 4.000 EACH | 850.00000 3400.00| |
HANDHOLE, LIGHTING | | |
0077 807-03802 12.000 EACH | 275.00000 3300.00| |
LIGHT STANDARDS | | |
0078 807-08214 1590.000 LFT | 7.50000 11925.00| |
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0079 808-02157 2.000 EACH | 54.00000 108.00| |
PAVEMENT MESSAGE MARKING, REMOVE | | |
0080 808-03002 470.000 LFT | 0.75000 352.50| |
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0081 808-03631 485.000 LFT | 0.75000 363.75| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0082 808-03632 2982.000 LFT | 0.75000 2236.50| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0083 808-06716 242.000 LFT | 0.84000 203.28| |
LINE, REMOVE | | |
0084 808-74805 72.000 LFT | 7.85000 565.20| |
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 440 -11
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -31884-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 38-2675420 |( ) |( )
|ANLAAN CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 808-74807 1.000 EACH | 95.00000 95.00| |
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0086 808-74808 1.000 EACH | 132.00000 132.00| |
PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | |
0087 601-02103 25.000 LFT | 25.00000 625.00| |
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | |
IN SPACING | | |
0088 503-05310 128.000 LFT | 59.00000 7552.00| |
TERMINAL JOINT | | |
0089 621-01004 1.000 EACH | 400.00000 400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0090 202-93995 3.000 EACH | 1200.00000 3600.00| |
SIGNAL POLE FOUNDATION, REMOVE | | |
0091 805-02327 2.000 EACH | 85.00000 170.00| |
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0092 805-05698 3.000 EACH | 2450.00000 7350.00| |
SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | |
5FT X 7FT | | |
SECTION TOTALS | $ 9,658,409.65| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9,658,409.65| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : B -32069-A COUNTIES : DEKALB STEUBEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE PAINTING COMPLETION DATE : 06/30/11
LOCATION : AT VARIOUS BRIDGES WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0900446
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING INC $ 320,858.86 100.0000%
2 35-1778430 N I SPANOS PAINTING INC $ 414,364.76 129.1424%
3 35-1841931 VENUS PAINTING COMPANY $ 527,589.00 164.4302%
4 35-1645115 THREE STAR PAINTING INC $ 535,168.00 166.7923%
5 35-1602596 ICARUS INDUSTRIAL PAINTING $ 642,845.00 200.3513%
6 20-1396310 SEI COATINGS LLC $ 764,115.30 238.1469%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 450 -2
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -32069-A COUNTIES : DEKALB STEUBEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1778430 |( 3 ) 35-1841931
|CENTRAL PAINTING INC |N I SPANOS 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 | 50.00000 50.00| 100.00000 100.00| 60.00000 60.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 5.000 MOS | 50.00000 250.00| 50.00000 250.00| 60.00000 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 | 20000.00000 20000.00| 20000.00000 20000.00| 40000.00000 40000.00
MOBILIZATION AND DEMOBILIZATION Str. | | |
Nos. 1, 2, and 3 | | |
0009 619-09423 11311.000 SFT | 6.91000 78159.01| 8.26000 93428.86| 13.00000 147043.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 1: I69-128-02271BNBL | | |
0010 619-09423 11311.000 SFT | 6.91000 78159.01| 8.26000 93428.86| 13.00000 147043.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 2: I69-128-02271BSBL | | |
0011 619-09423 7624.000 SFT | 6.91000 52681.84| 8.26000 62974.24| 10.00000 76240.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 3: I69-142-04716A | | |
0012 619-09434 11311.000 SFT | 3.00000 33933.00| 4.30000 48637.30| 3.00000 33933.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 1: | | |
I69-128-02271BNBL | | |
0013 619-09434 11311.000 SFT | 3.00000 33933.00| 4.30000 48637.30| 3.00000 33933.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 2: | | |
I69-128-02271BSBL | | |
0014 619-09434 7624.000 SFT | 2.00000 15248.00| 4.30000 32783.20| 3.00000 22872.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 3: | | |
I69-142-04716A | | |
0015 628-09408 5.000 MOS | 100.00000 500.00| 150.00000 750.00| 600.00000 3000.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 Each | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 450 -3
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -32069-A COUNTIES : DEKALB STEUBEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1778430 |( 3 ) 35-1841931
|CENTRAL PAINTING INC |N I SPANOS PAINTING INC |VENUS PAINTING COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 628-09409 5.000 MOS | 100.00000 500.00| 50.00000 250.00| 80.00000 400.00
MOBILE INTERNET SERVICE , 1 Each | | |
0017 709-51821 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00
SURFACE SEAL Str. No. 1: | | |
I69-128-02271BNBL | | |
0018 709-51821 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00
SURFACE SEAL Str. No. 2: | | |
I69-128-02271BSBL | | |
0019 709-51821 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 1600.00000 1600.00
SURFACE SEAL Str. No. 3: I69-142-04716A | | |
0020 801-03290 8.000 EACH | 50.00000 400.00| 50.00000 400.00| 80.00000 640.00
CONSTRUCTION SIGN, C | | |
0021 801-06640 24.000 EACH | 20.00000 480.00| 30.00000 720.00| 80.00000 1920.00
CONSTRUCTION SIGN, A | | |
0022 801-06710 120.000 DAY | 10.00000 1200.00| 10.00000 1200.00| 25.00000 3000.00
FLASHING ARROW SIGN | | |
0023 801-06775 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 8000.00000 8000.00
MAINTAINING TRAFFIC Str. Nos. 1, 2, and | | |
3 | | |
0024 801-92448 360.000 DAY | 1.00000 360.00| 5.00000 1800.00| 10.00000 3600.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 320,858.86| $ 414,364.76| $ 527,589.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 320,858.86| $ 414,364.76| $ 527,589.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 450 -4
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -32069-A COUNTIES : DEKALB STEUBEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1645115 |( 5 ) 35-1602596 |( 6 ) 20-1396310
|THREE STAR PAINTING INC |ICARUS INDUSTRIAL PAINTING |SEI COATINGS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 5.000 MOS | 60.00000 300.00| 150.00000 750.00| 100.00000 500.00
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 | 26500.00000 26500.00| 10000.00000 10000.00| 35000.00000 35000.00
MOBILIZATION AND DEMOBILIZATION Str. | | |
Nos. 1, 2, and 3 | | |
0009 619-09423 11311.000 SFT | 14.50000 164009.50| 15.00000 169665.00| 15.40000 174189.40
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 1: I69-128-02271BNBL | | |
0010 619-09423 11311.000 SFT | 14.50000 164009.50| 15.00000 169665.00| 15.40000 174189.40
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 2: I69-128-02271BSBL | | |
0011 619-09423 7624.000 SFT | 12.00000 91488.00| 11.00000 83864.00| 15.40000 117409.60
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 3: I69-142-04716A | | |
0012 619-09434 11311.000 SFT | 2.70000 30539.70| 7.00000 79177.00| 7.65000 86529.15
PAINT STEEL BRIDGE, TYPE 1 Str. No. 1: | | |
I69-128-02271BNBL | | |
0013 619-09434 11311.000 SFT | 2.70000 30539.70| 7.00000 79177.00| 7.65000 86529.15
PAINT STEEL BRIDGE, TYPE 1 Str. No. 2: | | |
I69-128-02271BSBL | | |
0014 619-09434 7624.000 SFT | 2.15000 16391.60| 4.75000 36214.00| 7.65000 58323.60
PAINT STEEL BRIDGE, TYPE 1 Str. No. 3: | | |
I69-142-04716A | | |
0015 628-09408 5.000 MOS | 215.00000 1075.00| 1000.00000 5000.00| 150.00000 750.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 Each | | |
0016 628-09409 5.000 MOS | 60.00000 300.00| 100.00000 500.00| 100.00000 500.00
MOBILE INTERNET SERVICE , 1 Each | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 450 -5
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -32069-A COUNTIES : DEKALB STEUBEN
LETTING DATE : 10/06/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1645115 |( 5 ) 35-1602596 |( 6 ) 20-1396310
|THREE STAR PAINTING INC |ICARUS INDUSTRIAL PAINTING |SEI COATINGS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 350.00000 350.00
SURFACE SEAL Str. No. 1: | | |
I69-128-02271BNBL | | |
0018 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 350.00000 350.00
SURFACE SEAL Str. No. 2: | | |
I69-128-02271BSBL | | |
0019 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 350.00000 350.00
SURFACE SEAL Str. No. 3: I69-142-04716A | | |
0020 801-03290 8.000 EACH | 89.00000 712.00| 175.00000 1400.00| 150.00000 1200.00
CONSTRUCTION SIGN, C | | |
0021 801-06640 24.000 EACH | 62.00000 1488.00| 140.00000 3360.00| 135.00000 3240.00
CONSTRUCTION SIGN, A | | |
0022 801-06710 120.000 DAY | 16.25000 1950.00| 10.00000 1200.00| 7.50000 900.00
FLASHING ARROW SIGN | | |
0023 801-06775 LUMP | 3000.00000 3000.00| 250.00000 250.00| 20000.00000 20000.00
MAINTAINING TRAFFIC Str. Nos. 1, 2, and | | |
3 | | |
0024 801-92448 360.000 DAY | 3.50000 1260.00| 2.55000 918.00| 10.00000 3600.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 535,168.00| $ 642,845.00| $ 764,115.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 535,168.00| $ 642,845.00| $ 764,115.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -1
VENDOR RANKING
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 07/29/11
LOCATION : ON CR 600S OVER DUCK CREEK, 10.5 MILES SOUTHEAST OF THE PROJECT(S) : 0500924
CITY OF TIPTON
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 489,983.44 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 535,525.00 109.2945%
3 35-1673827 H E HENDERSON INC $ 543,495.67 110.9212%
4 35-1917625 MILESTONE CONTRACTORS LP $ 557,700.00 113.8202%
5 35-1609544 SCHUTT-LOOKABILL CO $ 606,426.21 123.7646%
6 35-1523985 WIRTZ & YATES INC $ 642,047.80 131.0346%
7 38-2675420 ANLAAN CORPORATION $ 643,876.42 131.4078%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 649,680.86 132.5924%
9 38-3806996 HIS CONSTRUCTORS INC $ 792,800.00 161.8014%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -2
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827
|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON 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 | 5000.00000 5000.00| 5000.00000 5000.00| 9625.00000 9625.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 2500.00000 2500.00| 1250.00000 1250.00| 5104.00000 5104.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 35000.00000 35000.00| 26750.00000 26750.00| 40141.75000 40141.75
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 20000.00000 20000.00| 15998.08000 15998.08| 14280.00000 14280.00
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 35000.00000 35000.00| 45425.00000 45425.00| 32412.60000 32412.60
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 385.000 CYS | 15.00000 5775.00| 6.60000 2541.00| 17.12000 6591.20
EXCAVATION, COMMON | | |
0012 205-04931 1.000 EACH | 750.00000 750.00| 8000.00000 8000.00| 12267.36000 12267.36
SEDIMENT TRAP | | |
0013 205-06937 170.000 LFT | 5.00000 850.00| 5.25000 892.50| 5.43000 923.10
TEMPORARY SILT FENCE | | |
0014 205-06938 36.000 LFT | 10.00000 360.00| 75.00000 2700.00| 109.05000 3925.80
TEMPORARY SLOPE DRAIN | | |
0015 205-09543 100.000 TON | 13.00000 1300.00| 45.00000 4500.00| 23.82000 2382.00
NO 2 STONE | | |
0016 206-51220 92.000 CYS | 100.00000 9200.00| 440.00000 40480.00| 34.98000 3218.16
EXCAVATION, WET | | |
0017 206-51230 38.000 CYS | 40.00000 1520.00| 6.58000 250.04| 84.68000 3217.84
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0018 207-08264 840.000 SYS | 5.00000 4200.00| 7.50000 6300.00| 16.43000 13801.20
SUBGRADE TREATMENT, TYPE II | | |
0019 210-08097 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 210.00000 210.00
RESET , NEWSPAPER BOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -3
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827
|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 213-09269 6.000 CYS | 150.00000 900.00| 120.00000 720.00| 152.65000 915.90
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0021 301-07448 330.000 TON | 20.00000 6600.00| 23.50000 7755.00| 29.25000 9652.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 26.000 CYS | 50.00000 1300.00| 55.00000 1430.00| 83.63000 2174.38
DENSE GRADED SUBBASE | | |
0023 306-08034 165.000 SYS | 10.00000 1650.00| 20.00000 3300.00| 25.84000 4263.60
MILLING, ASPHALT, 1 1/2 IN | | |
0024 402-07432 75.000 TON | 100.00000 7500.00| 91.00000 6825.00| 94.50000 7087.50
HMA SURFACE, TYPE A | | |
0025 402-07435 160.000 TON | 65.00000 10400.00| 63.00000 10080.00| 65.10000 10416.00
HMA INTERMEDIATE, TYPE A | | |
0026 406-05521 880.000 SYS | 0.20000 176.00| 0.15000 132.00| 0.16000 140.80
ASPHALT FOR TACK COAT | | |
0027 601-01626 2.000 EACH | 1550.00000 3100.00| 1500.00000 3000.00| 1522.50000 3045.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 , MODIFIED | | |
0028 601-06374 4.000 EACH | 875.00000 3500.00| 830.00000 3320.00| 861.00000 3444.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-94689 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00| 2415.00000 9660.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 256.250 LFT | 16.50000 4228.13| 16.25000 4164.06| 16.80000 4305.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 601-99106 3.130 LFT | 32.00000 100.16| 30.25000 94.68| 31.50000 98.60
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0032 608-04395 5.000 TON | 10.00000 50.00| 50.00000 250.00| 80.25000 401.25
AGGREGATE FOR SHOULDER DRAINS | | |
0033 609-06259 146.000 SYS | 90.00000 13140.00| 75.00000 10950.00| 80.26000 11717.96
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0034 615-06505 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 803.25000 1606.50
MONUMENT, B | | |
0035 615-06527 1.000 EACH | 600.00000 600.00| 575.00000 575.00| 577.50000 577.50
MONUMENT, SECTION CORNER | | |
0036 615-92498 1.000 EACH | 500.00000 500.00| 800.00000 800.00| 824.25000 824.25
BENCH MARK , | | |
0037 616-02320 205.000 SYS | 4.00000 820.00| 3.00000 615.00| 3.21000 658.05
GEOTEXTILES | | |
0038 616-05688 215.000 TON | 40.00000 8600.00| 40.00000 8600.00| 45.25000 9728.75
RIPRAP, CLASS 1 | | |
0039 621-01004 2.000 EACH | 650.00000 1300.00| 605.00000 1210.00| 630.00000 1260.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -4
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827
|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-02363 2750.000 SYS | 0.32000 880.00| 0.30000 825.00| 0.29000 797.50
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0041 621-06559 2750.000 SYS | 0.45000 1237.50| 0.42000 1155.00| 0.43000 1182.50
MULCHED SEEDING, R | | |
0042 621-06567 0.100 kGAL | 11.00000 1.10| 100.00000 10.00| 105.00000 10.50
WATER | | |
0043 621-06574 20.000 SYS | 50.00000 1000.00| 50.00000 1000.00| 49.35000 987.00
SODDING | | |
0044 622-52436 4.000 EACH | 45.00000 180.00| 45.00000 180.00| 45.15000 180.60
SIGN, DO NOT MOW OR SPRAY | | |
0045 628-09402 8.000 MOS | 1500.00000 12000.00| 2500.00000 20000.00| 1926.00000 15408.00
FIELD OFFICE, B | | |
0046 701-51195 860.000 LFT | 35.00000 30100.00| 42.00000 36120.00| 47.11000 40514.60
PILE, STEEL H, HP 12 IN X 53 | | |
0047 702-51005 78.300 CYS | 700.00000 54810.00| 600.00000 46980.00| 509.04000 39857.83
CONCRETE, A, SUBSTRUCTURE | | |
0048 703-06028 5308.000 LBS | 0.90000 4777.20| 0.77000 4087.16| 0.84000 4458.72
REINFORCING BARS | | |
0049 703-06029 55371.000 LBS | 0.95000 52602.45| 0.80000 44296.80| 0.88000 48726.48
REINFORCING BARS, EPOXY COATED | | |
0050 704-09031 170.000 SYS | 100.00000 17000.00| 115.00000 19550.00| 134.66000 22892.20
ARTICULATING CONCRETE MATTRESS | | |
0051 704-51002 195.800 CYS | 500.00000 97900.00| 550.00000 107690.00| 613.08000 120041.06
CONCRETE, C, SUPERSTRUCTURE | | |
0052 706-06344 200.000 LFT | 60.00000 12000.00| 60.00000 12000.00| 62.84000 12568.00
RAILING, TS-1 | | |
0053 709-51821 LUMP | 3400.00000 3400.00| 1650.00000 1650.00| 1659.00000 1659.00
SURFACE SEAL | | |
0054 801-03290 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 94.50000 378.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 250.00000 750.00| 240.00000 720.00| 178.50000 535.50
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 2.000 EACH | 185.00000 370.00| 180.00000 360.00| 92.40000 184.80
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 4.000 EACH | 155.00000 620.00| 150.00000 600.00| 94.50000 378.00
CONSTRUCTION SIGN, A | | |
0058 801-07118 48.000 LFT | 13.00000 624.00| 12.25000 588.00| 12.60000 604.80
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 14.00000 336.00| 13.25000 318.00| 13.65000 327.60
BARRICADE, III-B | | |
0060 802-09838 6.300 SFT | 23.00000 144.90| 22.25000 140.18| 15.75000 99.23
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -5
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827
|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 802-76055 14.000 LFT | 9.00000 126.00| 8.25000 115.50| 16.80000 235.20
SIGN POST, A | | |
0062 808-75245 92.000 LFT | 13.00000 1196.00| 12.25000 1127.00| 10.50000 966.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75297 16.000 LFT | 6.50000 104.00| 6.25000 100.00| 26.25000 420.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
SECTION TOTALS | $ 489,983.44| $ 535,525.00| $ 543,495.67
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 489,983.44| $ 535,525.00| $ 543,495.67
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -6
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1523985
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |WIRTZ & YATES 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 | 4000.00000 4000.00| 4860.00000 4860.00| 6500.00000 6500.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 5000.00000 5000.00| 12794.00000 12794.00| 2500.00000 2500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 25000.00000 25000.00| 30321.14000 30321.14| 75000.00000 75000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 15000.00000 15000.00| 27582.31000 27582.31| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 54329.60000 54329.60| 95877.00000 95877.00| 65000.00000 65000.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 385.000 CYS | 26.50000 10202.50| 77.62000 29883.70| 9.50000 3657.50
EXCAVATION, COMMON | | |
0012 205-04931 1.000 EACH | 3000.00000 3000.00| 4607.60000 4607.60| 3000.00000 3000.00
SEDIMENT TRAP | | |
0013 205-06937 170.000 LFT | 6.00000 1020.00| 5.58000 948.60| 6.50000 1105.00
TEMPORARY SILT FENCE | | |
0014 205-06938 36.000 LFT | 20.00000 720.00| 68.93000 2481.48| 18.00000 648.00
TEMPORARY SLOPE DRAIN | | |
0015 205-09543 100.000 TON | 25.00000 2500.00| 35.58000 3558.00| 19.00000 1900.00
NO 2 STONE | | |
0016 206-51220 92.000 CYS | 110.00000 10120.00| 266.39000 24507.88| 12.00000 1104.00
EXCAVATION, WET | | |
0017 206-51230 38.000 CYS | 100.00000 3800.00| 46.56000 1769.28| 20.00000 760.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0018 207-08264 840.000 SYS | 10.00000 8400.00| 9.76000 8198.40| 16.00000 13440.00
SUBGRADE TREATMENT, TYPE II | | |
0019 210-08097 1.000 EACH | 210.00000 210.00| 216.00000 216.00| 300.00000 300.00
RESET , NEWSPAPER BOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -7
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1523985
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 213-09269 6.000 CYS | 350.00000 2100.00| 150.00000 900.00| 400.00000 2400.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0021 301-07448 330.000 TON | 20.00000 6600.00| 24.16000 7972.80| 19.00000 6270.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 26.000 CYS | 90.00000 2340.00| 65.00000 1690.00| 28.00000 728.00
DENSE GRADED SUBBASE | | |
0023 306-08034 165.000 SYS | 25.00000 4125.00| 27.51000 4539.15| 19.50000 3217.50
MILLING, ASPHALT, 1 1/2 IN | | |
0024 402-07432 75.000 TON | 72.00000 5400.00| 97.20000 7290.00| 112.00000 8400.00
HMA SURFACE, TYPE A | | |
0025 402-07435 160.000 TON | 70.00000 11200.00| 66.96000 10713.60| 68.00000 10880.00
HMA INTERMEDIATE, TYPE A | | |
0026 406-05521 880.000 SYS | 0.20000 176.00| 0.16000 140.80| 0.25000 220.00
ASPHALT FOR TACK COAT | | |
0027 601-01626 2.000 EACH | 1450.00000 2900.00| 1566.00000 3132.00| 1600.00000 3200.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 , MODIFIED | | |
0028 601-06374 4.000 EACH | 820.00000 3280.00| 885.60000 3542.40| 900.00000 3600.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-94689 4.000 EACH | 2300.00000 9200.00| 2484.00000 9936.00| 2600.00000 10400.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 256.250 LFT | 16.00000 4100.00| 17.28000 4428.00| 18.50000 4740.63
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 601-99106 3.130 LFT | 30.00000 93.90| 32.40000 101.41| 40.00000 125.20
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0032 608-04395 5.000 TON | 20.00000 100.00| 54.95000 274.75| 25.00000 125.00
AGGREGATE FOR SHOULDER DRAINS | | |
0033 609-06259 146.000 SYS | 80.00000 11680.00| 89.60000 13081.60| 65.00000 9490.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0034 615-06505 2.000 EACH | 800.00000 1600.00| 826.20000 1652.40| 850.00000 1700.00
MONUMENT, B | | |
0035 615-06527 1.000 EACH | 600.00000 600.00| 594.00000 594.00| 575.00000 575.00
MONUMENT, SECTION CORNER | | |
0036 615-92498 1.000 EACH | 800.00000 800.00| 847.80000 847.80| 885.00000 885.00
BENCH MARK , | | |
0037 616-02320 205.000 SYS | 1.30000 266.50| 2.34000 479.70| 5.00000 1025.00
GEOTEXTILES | | |
0038 616-05688 215.000 TON | 50.00000 10750.00| 40.74000 8759.10| 60.00000 12900.00
RIPRAP, CLASS 1 | | |
0039 621-01004 2.000 EACH | 600.00000 1200.00| 648.00000 1296.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -8
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1523985
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-02363 2750.000 SYS | 0.28000 770.00| 0.30000 825.00| 0.68000 1870.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0041 621-06559 2750.000 SYS | 0.41000 1127.50| 0.44000 1210.00| 0.88000 2420.00
MULCHED SEEDING, R | | |
0042 621-06567 0.100 kGAL | 100.00000 10.00| 108.00000 10.80| 50.00000 5.00
WATER | | |
0043 621-06574 20.000 SYS | 50.00000 1000.00| 50.76000 1015.20| 79.50000 1590.00
SODDING | | |
0044 622-52436 4.000 EACH | 45.00000 180.00| 46.44000 185.76| 26.00000 104.00
SIGN, DO NOT MOW OR SPRAY | | |
0045 628-09402 8.000 MOS | 2500.00000 20000.00| 1829.30000 14634.40| 2300.00000 18400.00
FIELD OFFICE, B | | |
0046 701-51195 860.000 LFT | 45.00000 38700.00| 41.54000 35724.40| 64.50000 55470.00
PILE, STEEL H, HP 12 IN X 53 | | |
0047 702-51005 78.300 CYS | 580.00000 45414.00| 431.21000 33763.74| 700.00000 54810.00
CONCRETE, A, SUBSTRUCTURE | | |
0048 703-06028 5308.000 LBS | 1.00000 5308.00| 0.79000 4193.32| 0.95000 5042.60
REINFORCING BARS | | |
0049 703-06029 55371.000 LBS | 1.00000 55371.00| 0.84000 46511.64| 0.97000 53709.87
REINFORCING BARS, EPOXY COATED | | |
0050 704-09031 170.000 SYS | 130.00000 22100.00| 116.56000 19815.20| 125.00000 21250.00
ARTICULATING CONCRETE MATTRESS | | |
0051 704-51002 195.800 CYS | 650.00000 127270.00| 517.59000 101344.12| 600.00000 117480.00
CONCRETE, C, SUPERSTRUCTURE | | |
0052 706-06344 200.000 LFT | 65.00000 13000.00| 59.40000 11880.00| 72.00000 14400.00
RAILING, TS-1 | | |
0053 709-51821 LUMP | 2000.00000 2000.00| 1706.40000 1706.40| 3500.00000 3500.00
SURFACE SEAL | | |
0054 801-03290 4.000 EACH | 60.00000 240.00| 210.60000 842.40| 158.00000 632.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 300.00000 900.00| 405.00000 1215.00| 250.00000 750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 2.000 EACH | 80.00000 160.00| 91.80000 183.60| 200.00000 400.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 4.000 EACH | 160.00000 640.00| 189.00000 756.00| 165.00000 660.00
CONSTRUCTION SIGN, A | | |
0058 801-07118 48.000 LFT | 14.00000 672.00| 11.88000 570.24| 15.50000 744.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 14.00000 336.00| 14.04000 336.96| 15.50000 372.00
BARRICADE, III-B | | |
0060 802-09838 6.300 SFT | 22.00000 138.60| 23.76000 149.69| 25.00000 157.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -9
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1523985
|MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 802-76055 14.000 LFT | 9.00000 126.00| 8.64000 120.96| 12.00000 168.00
SIGN POST, A | | |
0062 808-75245 92.000 LFT | 2.20000 202.40| 2.35000 216.20| 14.50000 1334.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75297 16.000 LFT | 13.50000 216.00| 14.58000 233.28| 8.00000 128.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
SECTION TOTALS | $ 557,700.00| $ 606,426.21| $ 642,047.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 557,700.00| $ 606,426.21| $ 642,047.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -10
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-2675420 |( 8 ) 35-1618530 |( 9 ) 38-3806996
|ANLAAN CORPORATION |AMERICAN CONTRACTING & SERVI |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 | 3900.00000 3900.00| 6000.00000 6000.00| 4200.00000 4200.00
CONSTRUCTION ENGINEERING | | |
0002 105-09645 LUMP | 8800.00000 8800.00| 1200.00000 1200.00| 26800.00000 26800.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 32000.00000 32000.00| 32484.04000 32484.04| 37696.79000 37696.79
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 29000.00000 29000.00| 19490.42000 19490.42| 34200.00000 34200.00
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 143500.00000 143500.00| 100000.00000 100000.00| 128820.00000 128820.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 385.000 CYS | 23.90000 9201.50| 25.00000 9625.00| 34.00000 13090.00
EXCAVATION, COMMON | | |
0012 205-04931 1.000 EACH | 617.00000 617.00| 1200.00000 1200.00| 837.00000 837.00
SEDIMENT TRAP | | |
0013 205-06937 170.000 LFT | 2.70000 459.00| 5.17000 878.90| 6.00000 1020.00
TEMPORARY SILT FENCE | | |
0014 205-06938 36.000 LFT | 11.40000 410.40| 100.00000 3600.00| 68.00000 2448.00
TEMPORARY SLOPE DRAIN | | |
0015 205-09543 100.000 TON | 23.00000 2300.00| 40.00000 4000.00| 22.00000 2200.00
NO 2 STONE | | |
0016 206-51220 92.000 CYS | 35.75000 3289.00| 30.00000 2760.00| 38.00000 3496.00
EXCAVATION, WET | | |
0017 206-51230 38.000 CYS | 27.21000 1033.98| 30.00000 1140.00| 160.00000 6080.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0018 207-08264 840.000 SYS | 10.00000 8400.00| 6.00000 5040.00| 16.00000 13440.00
SUBGRADE TREATMENT, TYPE II | | |
0019 210-08097 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 166.00000 166.00
RESET , NEWSPAPER BOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -11
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-2675420 |( 8 ) 35-1618530 |( 9 ) 38-3806996
|ANLAAN CORPORATION |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 213-09269 6.000 CYS | 111.00000 666.00| 150.00000 900.00| 274.00000 1644.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0021 301-07448 330.000 TON | 25.83000 8523.90| 25.00000 8250.00| 32.00000 10560.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 26.000 CYS | 38.50000 1001.00| 80.00000 2080.00| 83.00000 2158.00
DENSE GRADED SUBBASE | | |
0023 306-08034 165.000 SYS | 15.00000 2475.00| 35.00000 5775.00| 20.00000 3300.00
MILLING, ASPHALT, 1 1/2 IN | | |
0024 402-07432 75.000 TON | 90.00000 6750.00| 92.46000 6934.50| 98.00000 7350.00
HMA SURFACE, TYPE A | | |
0025 402-07435 160.000 TON | 62.00000 9920.00| 60.92000 9747.20| 68.00000 10880.00
HMA INTERMEDIATE, TYPE A | | |
0026 406-05521 880.000 SYS | 0.15000 132.00| 0.17000 149.60| 0.20000 176.00
ASPHALT FOR TACK COAT | | |
0027 601-01626 2.000 EACH | 1450.00000 2900.00| 1450.00000 2900.00| 1550.00000 3100.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 , MODIFIED | | |
0028 601-06374 4.000 EACH | 820.00000 3280.00| 820.00000 3280.00| 890.00000 3560.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-94689 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 2500.00000 10000.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 256.250 LFT | 16.00000 4100.00| 16.00000 4100.00| 17.00000 4356.25
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 601-99106 3.130 LFT | 30.00000 93.90| 30.00000 93.90| 32.00000 100.16
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0032 608-04395 5.000 TON | 41.50000 207.50| 80.00000 400.00| 83.00000 415.00
AGGREGATE FOR SHOULDER DRAINS | | |
0033 609-06259 146.000 SYS | 55.50000 8103.00| 95.00000 13870.00| 114.00000 16644.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0034 615-06505 2.000 EACH | 765.00000 1530.00| 765.00000 1530.00| 830.00000 1660.00
MONUMENT, B | | |
0035 615-06527 1.000 EACH | 550.00000 550.00| 550.00000 550.00| 600.00000 600.00
MONUMENT, SECTION CORNER | | |
0036 615-92498 1.000 EACH | 785.00000 785.00| 785.00000 785.00| 858.00000 858.00
BENCH MARK , | | |
0037 616-02320 205.000 SYS | 4.25000 871.25| 3.00000 615.00| 6.00000 1230.00
GEOTEXTILES | | |
0038 616-05688 215.000 TON | 52.00000 11180.00| 40.00000 8600.00| 51.00000 10965.00
RIPRAP, CLASS 1 | | |
0039 621-01004 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 655.00000 1310.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -12
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-2675420 |( 8 ) 35-1618530 |( 9 ) 38-3806996
|ANLAAN CORPORATION |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-02363 2750.000 SYS | 0.28000 770.00| 0.28000 770.00| 0.30000 825.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0041 621-06559 2750.000 SYS | 0.41000 1127.50| 0.41000 1127.50| 0.50000 1375.00
MULCHED SEEDING, R | | |
0042 621-06567 0.100 kGAL | 100.00000 10.00| 100.00000 10.00| 105.00000 10.50
WATER | | |
0043 621-06574 20.000 SYS | 47.00000 940.00| 47.00000 940.00| 51.00000 1020.00
SODDING | | |
0044 622-52436 4.000 EACH | 50.00000 200.00| 43.00000 172.00| 47.00000 188.00
SIGN, DO NOT MOW OR SPRAY | | |
0045 628-09402 8.000 MOS | 2080.00000 16640.00| 3500.00000 28000.00| 2400.00000 19200.00
FIELD OFFICE, B | | |
0046 701-51195 860.000 LFT | 39.50000 33970.00| 50.00000 43000.00| 68.00000 58480.00
PILE, STEEL H, HP 12 IN X 53 | | |
0047 702-51005 78.300 CYS | 454.00000 35548.20| 650.00000 50895.00| 800.00000 62640.00
CONCRETE, A, SUBSTRUCTURE | | |
0048 703-06028 5308.000 LBS | 0.66000 3503.28| 0.90000 4777.20| 0.90000 4777.20
REINFORCING BARS | | |
0049 703-06029 55371.000 LBS | 0.71000 39313.41| 1.00000 55371.00| 0.90000 49833.90
REINFORCING BARS, EPOXY COATED | | |
0050 704-09031 170.000 SYS | 160.00000 27200.00| 135.00000 22950.00| 155.00000 26350.00
ARTICULATING CONCRETE MATTRESS | | |
0051 704-51002 195.800 CYS | 775.00000 151745.00| 800.00000 156640.00| 930.00000 182094.00
CONCRETE, C, SUPERSTRUCTURE | | |
0052 706-06344 200.000 LFT | 55.00000 11000.00| 55.00000 11000.00| 60.00000 12000.00
RAILING, TS-1 | | |
0053 709-51821 LUMP | 1580.00000 1580.00| 1580.00000 1580.00| 3800.00000 3800.00
SURFACE SEAL | | |
0054 801-03290 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 150.00000 600.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 170.00000 510.00| 170.00000 510.00| 250.00000 750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 2.000 EACH | 88.00000 176.00| 88.00000 176.00| 190.00000 380.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 155.00000 620.00
CONSTRUCTION SIGN, A | | |
0058 801-07118 48.000 LFT | 12.00000 576.00| 12.00000 576.00| 13.00000 624.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 13.00000 312.00| 13.00000 312.00| 14.00000 336.00
BARRICADE, III-B | | |
0060 802-09838 6.300 SFT | 22.00000 138.60| 22.00000 138.60| 24.00000 151.20
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 460 -13
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -32318-A COUNTIES : TIPTON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 38-2675420 |( 8 ) 35-1618530 |( 9 ) 38-3806996
|ANLAAN CORPORATION |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 802-76055 14.000 LFT | 8.00000 112.00| 8.00000 112.00| 9.00000 126.00
SIGN POST, A | | |
0062 808-75245 92.000 LFT | 12.00000 1104.00| 10.00000 920.00| 12.50000 1150.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0063 808-75297 16.000 LFT | 6.00000 96.00| 25.00000 400.00| 6.50000 104.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
SECTION TOTALS | $ 643,876.42| $ 649,680.86| $ 792,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 643,876.42| $ 649,680.86| $ 792,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 470 -1
VENDOR RANKING
CALL ORDER : 470 CONTRACT ID : B -33337-A COUNTIES : JEFFERSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : BRIDGE REHABILITATION OR REPAIR COMPLETION DATE : 03/01/11
LOCATION : ON SR 7 AT 5.72 MILES NORTH OF SR 250 OVER CAMP CREEK PROJECT(S) : 1005749
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 227,722.00 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 234,184.91 102.8381%
3 38-3806996 HIS CONSTRUCTORS INC $ 262,122.00 115.1061%
4 35-1310611 DUNCAN ROBERTSON INC $ 290,373.00 127.5121%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 342,883.37 150.5710%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 470 -2
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -33337-A COUNTIES : JEFFERSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |FORCE CONSTRUCTION CO INC |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION OR REPAIR
| | |
0001 105-06845 LUMP | 2300.00000 2300.00| 1200.00000 1200.00| 1210.00000 1210.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 400.00000 400.00| 350.00000 350.00| 190.00000 190.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 275.00000 2200.00| 120.00000 960.00| 120.00000 960.00
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 | 12200.00000 12200.00| 11709.41000 11709.41| 12565.30000 12565.30
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 168.000 SYS | 40.00000 6720.00| 26.34000 4425.12| 59.00000 9912.00
PAVEMENT REMOVAL | | |
0012 202-51328 LUMP | 18000.00000 18000.00| 25651.50000 25651.50| 40222.00000 40222.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0013 203-02000 33.000 CYS | 30.00000 990.00| 71.42000 2356.86| 57.00000 1881.00
EXCAVATION, COMMON | | |
0014 205-06937 40.000 LFT | 7.00000 280.00| 7.00000 280.00| 11.00000 440.00
TEMPORARY SILT FENCE | | |
0015 205-06937 160.000 LFT | 6.00000 960.00| 6.00000 960.00| 11.00000 1760.00
TEMPORARY SILT FENCE , UNDISTRIBUTED | | |
0016 303-01180 100.000 TON | 35.00000 3500.00| 43.93000 4393.00| 45.00000 4500.00
COMPACTED AGGREGATE, NO. 53 | | |
0018 601-02024 4.000 EACH | 2500.00000 10000.00| 2230.00000 8920.00| 2400.00000 9600.00
GUARDRAIL TRANSITION, TGB, MODIFIED | | |
0019 601-02241 158.000 LFT | 8.00000 1264.00| 7.00000 1106.00| 7.50000 1185.00
GUARDRAIL, REMOVE | | |
0020 601-04793 1.000 LFT | 14.00000 14.00| 12.00000 12.00| 12.50000 12.50
GUARDRAIL , TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING, | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 470 -3
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -33337-A COUNTIES : JEFFERSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 38-3806996
|DAVE OMARA CONTRACTOR INC |FORCE CONSTRUCTION CO INC |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 601-04793 5.000 LFT | 48.00000 240.00| 46.00000 230.00| 49.00000 245.00
GUARDRAIL , W-BEAM, 4 FT 8-1/4 IN | | |
SPACING | | |
0022 601-99105 25.000 LFT | 33.00000 825.00| 142.54000 3563.50| 33.00000 825.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0023 601-99132 2.000 EACH | 170.00000 340.00| 150.00000 300.00| 160.00000 320.00
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0025 621-02363 222.000 SYS | 3.50000 777.00| 3.00000 666.00| 0.45000 99.90
MULCHED SEEDING T, CONVENTIONAL MIX , | | |
UNDISTRIBUTED | | |
0026 621-06560 222.000 SYS | 3.00000 666.00| 2.50000 555.00| 0.65000 144.30
MULCHED SEEDING, U , UNDISTRIBUTED | | |
0027 628-09402 8.000 MOS | 1475.00000 11800.00| 1731.83000 13854.64| 2480.00000 19840.00
FIELD OFFICE, B | | |
0028 706-03705 156.000 LFT | 220.00000 34320.00| 208.00000 32448.00| 248.00000 38688.00
BRIDGE RAIL , TYPE, "TST" (OHIO | | |
STANDARD BRIDGE | | |
0029 707-09958 294.000 LFT | 350.00000 102900.00| 289.92000 85236.48| 295.00000 86730.00
STRUCTURAL MEMBER, CONCRETE, BOX BEAM, | | |
42 IN. X 36 IN. | | |
0030 710-09158 32.000 SFT | 90.00000 2880.00| 123.05000 3937.60| 157.00000 5024.00
PATCHING CONCRETE STRUCTURES | | |
0031 801-04308 6.000 EACH | 200.00000 1200.00| 325.00000 1950.00| 186.00000 1116.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0032 801-06625 36.000 EACH | 110.00000 3960.00| 89.00000 3204.00| 94.00000 3384.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0033 801-06640 12.000 EACH | 130.00000 1560.00| 135.00000 1620.00| 101.00000 1212.00
CONSTRUCTION SIGN, A | | |
0034 801-06775 LUMP | 3400.00000 3400.00| 12334.40000 12334.40| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
0035 801-07118 80.000 LFT | 11.00000 880.00| 9.95000 796.00| 10.50000 840.00
BARRICADE, III-A | | |
0036 801-07119 120.000 LFT | 12.00000 1440.00| 12.50000 1500.00| 11.50000 1380.00
BARRICADE, III-B | | |
0037 808-06713 170.000 LFT | 9.00000 1530.00| 3.95000 671.50| 9.00000 1530.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0038 704-51002 170.000 CYS | 1.00000 170.00| 52.87000 8987.90| 90.00000 15300.00
CONCRETE, C, SUPERSTRUCTURE | | |
SECTION TOTALS | $ 227,722.00| $ 234,184.91| $ 262,122.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 227,722.00| $ 234,184.91| $ 262,122.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 470 -4
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -33337-A COUNTIES : JEFFERSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON 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 OR REPAIR
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 3000.00000 3000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 350.00000 350.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 75.00000 600.00| 75.00000 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 109-08443 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 12500.00000 12500.00| 17144.16000 17144.16|
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 168.000 SYS | 20.00000 3360.00| 20.00000 3360.00|
PAVEMENT REMOVAL | | |
0012 202-51328 LUMP | 50000.00000 50000.00| 26329.65000 26329.65|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0013 203-02000 33.000 CYS | 25.00000 825.00| 50.00000 1650.00|
EXCAVATION, COMMON | | |
0014 205-06937 40.000 LFT | 2.00000 80.00| 11.17000 446.80|
TEMPORARY SILT FENCE | | |
0015 205-06937 160.000 LFT | 2.00000 320.00| 11.17000 1787.20|
TEMPORARY SILT FENCE , UNDISTRIBUTED | | |
0016 303-01180 100.000 TON | 15.00000 1500.00| 30.00000 3000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0018 601-02024 4.000 EACH | 2500.00000 10000.00| 2230.00000 8920.00|
GUARDRAIL TRANSITION, TGB, MODIFIED | | |
0019 601-02241 158.000 LFT | 8.00000 1264.00| 7.00000 1106.00|
GUARDRAIL, REMOVE | | |
0020 601-04793 1.000 LFT | 15.00000 15.00| 12.00000 12.00|
GUARDRAIL , TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING, | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 470 -5
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : B -33337-A COUNTIES : JEFFERSON
LETTING DATE : 10/06/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 601-04793 5.000 LFT | 50.00000 250.00| 46.00000 230.00|
GUARDRAIL , W-BEAM, 4 FT 8-1/4 IN | | |
SPACING | | |
0022 601-99105 25.000 LFT | 35.00000 875.00| 31.00000 775.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0023 601-99132 2.000 EACH | 175.00000 350.00| 150.00000 300.00|
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0025 621-02363 222.000 SYS | 1.00000 222.00| 13.49000 2994.78|
MULCHED SEEDING T, CONVENTIONAL MIX , | | |
UNDISTRIBUTED | | |
0026 621-06560 222.000 SYS | 3.00000 666.00| 13.49000 2994.78|
MULCHED SEEDING, U , UNDISTRIBUTED | | |
0027 628-09402 8.000 MOS | 1200.00000 9600.00| 3500.00000 28000.00|
FIELD OFFICE, B | | |
0028 706-03705 156.000 LFT | 225.00000 35100.00| 208.00000 32448.00|
BRIDGE RAIL , TYPE, "TST" (OHIO | | |
STANDARD BRIDGE | | |
0029 707-09958 294.000 LFT | 400.00000 117600.00| 455.00000 133770.00|
STRUCTURAL MEMBER, CONCRETE, BOX BEAM, | | |
42 IN. X 36 IN. | | |
0030 710-09158 32.000 SFT | 75.00000 2400.00| 100.00000 3200.00|
PATCHING CONCRETE STRUCTURES | | |
0031 801-04308 6.000 EACH | 200.00000 1200.00| 175.00000 1050.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0032 801-06625 36.000 EACH | 100.00000 3600.00| 89.00000 3204.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0033 801-06640 12.000 EACH | 105.00000 1260.00| 95.00000 1140.00|
CONSTRUCTION SIGN, A | | |
0034 801-06775 LUMP | 5000.00000 5000.00| 2000.00000 2000.00|
MAINTAINING TRAFFIC | | |
0035 801-07118 80.000 LFT | 11.00000 880.00| 10.00000 800.00|
BARRICADE, III-A | | |
0036 801-07119 120.000 LFT | 12.00000 1440.00| 11.00000 1320.00|
BARRICADE, III-B | | |
0037 808-06713 170.000 LFT | 8.00000 1360.00| 8.50000 1445.00|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0038 704-51002 170.000 CYS | 150.00000 25500.00| 350.00000 59500.00|
CONCRETE, C, SUPERSTRUCTURE | | |
SECTION TOTALS | $ 290,373.00| $ 342,883.37| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 290,373.00| $ 342,883.37| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : M -32032-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : INSTITUTION & PARK ROAD MAINTENANCE COMPLETION DATE : 06/30/11
LOCATION : INDIANA STATE FAIRGROUNDS PROJECT(S) : 0900390
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1561537 GLOBE ASPHALT PAVING CO $ 196,642.50 100.0000%
2 35-1139301 E & B PAVING INC $ 238,875.25 121.4769%
3 35-1917625 MILESTONE CONTRACTORS LP $ 253,465.00 128.8963%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 272,840.00 138.7493%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 500 -2
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : M -32032-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1561537 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GLOBE ASPHALT PAVING CO |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTITUTION & PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 1000.00000 1000.00
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 | 9500.00000 9500.00| 11900.00000 11900.00| 12000.00000 12000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 306-08042 37000.000 SYS | 0.50000 18500.00| 0.60000 22200.00| 0.75000 27750.00
MILLING, SCARIFICATION/PROFILE | | |
0009 306-08043 9000.000 SYS | 0.60000 5400.00| 0.60000 5400.00| 0.75000 6750.00
MILLING, TRANSITION | | |
0010 402-07432 2165.000 TON | 56.50000 122322.50| 64.25000 139101.25| 64.00000 138560.00
HMA SURFACE, TYPE A | | |
0011 402-07435 435.000 TON | 50.00000 21750.00| 60.00000 26100.00| 60.00000 26100.00
HMA INTERMEDIATE, TYPE A | | |
0012 406-05520 5.000 TON | 500.00000 2500.00| 400.00000 2000.00| 460.00000 2300.00
ASPHALT FOR TACK COAT | | |
0013 720-44000 10.000 EACH | 175.00000 1750.00| 375.00000 3750.00| 725.00000 7250.00
CASTING, ADJUST TO GRADE | | |
0014 801-06775 LUMP | 1800.00000 1800.00| 1094.00000 1094.00| 4000.00000 4000.00
MAINTAINING TRAFFIC | | |
0015 802-05703 60.000 LFT | 45.00000 2700.00| 45.00000 2700.00| 50.00000 3000.00
SIGN POST, SQUARE, TYPE 3, REINFORCED | | |
ANCHOR BASE | | |
0016 802-07057 15.000 SFT | 45.00000 675.00| 45.00000 675.00| 50.00000 750.00
SIGN, PANEL, WITH LEGEND | | |
0017 808-06713 25000.000 LFT | 0.30000 7500.00| 0.80000 20000.00| 0.90000 22500.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0018 808-06714 100.000 LFT | 0.30000 30.00| 3.00000 300.00| 3.00000 300.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0019 808-09314 200.000 LFT | 0.30000 60.00| 2.00000 400.00| 2.00000 400.00
LINE, PAINT, SOLID, BLUE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 500 -3
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : M -32032-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1561537 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GLOBE ASPHALT PAVING CO |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 808-97222 10.000 EACH | 15.00000 150.00| 75.00000 750.00| 80.00000 800.00
PAVEMENT MESSAGE MARKING, PAINT, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 196,642.50| $ 238,875.25| $ 253,465.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 196,642.50| $ 238,875.25| $ 253,465.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 500 -4
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : M -32032-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTITUTION & PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| |
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 | 11500.00000 11500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 306-08042 37000.000 SYS | 1.50000 55500.00| |
MILLING, SCARIFICATION/PROFILE | | |
0009 306-08043 9000.000 SYS | 1.45000 13050.00| |
MILLING, TRANSITION | | |
0010 402-07432 2165.000 TON | 60.00000 129900.00| |
HMA SURFACE, TYPE A | | |
0011 402-07435 435.000 TON | 56.00000 24360.00| |
HMA INTERMEDIATE, TYPE A | | |
0012 406-05520 5.000 TON | 500.00000 2500.00| |
ASPHALT FOR TACK COAT | | |
0013 720-44000 10.000 EACH | 360.00000 3600.00| |
CASTING, ADJUST TO GRADE | | |
0014 801-06775 LUMP | 3600.00000 3600.00| |
MAINTAINING TRAFFIC | | |
0015 802-05703 60.000 LFT | 45.00000 2700.00| |
SIGN POST, SQUARE, TYPE 3, REINFORCED | | |
ANCHOR BASE | | |
0016 802-07057 15.000 SFT | 45.00000 675.00| |
SIGN, PANEL, WITH LEGEND | | |
0017 808-06713 25000.000 LFT | 0.80000 20000.00| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0018 808-06714 100.000 LFT | 3.00000 300.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0019 808-09314 200.000 LFT | 2.00000 400.00| |
LINE, PAINT, SOLID, BLUE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 500 -5
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : M -32032-A COUNTIES : MARION
LETTING DATE : 10/06/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 808-97222 10.000 EACH | 75.00000 750.00| |
PAVEMENT MESSAGE MARKING, PAINT, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 272,840.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 272,840.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -1
VENDOR RANKING
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : GUARDRAIL MAINTENANCE COMPLETION DATE : 12/31/11
LOCATION : ALONG VARIOUS ROADS THROUGHOUT THE PROJECT(S) : 0810037
CRAWFORDSVILLE DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 513,418.00 100.0000%
2 35-1643252 C-TECH CORPORATION INC $ 547,788.00 106.6944%
3 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 578,578.00 112.6914%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -2
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND S
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL REPLACEMENT OR REPAIR
| | |
0001 105-06845 LUMP | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 145.00000 145.00| 150.00000 150.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 125.00000 1500.00| 110.00000 1320.00| 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 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 | 15670.00000 15670.00| 49000.00000 49000.00| 28000.00000 28000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 601-01128 1.000 EACH | 900.00000 900.00| 850.00000 850.00| 1400.00000 1400.00
GUARDRAIL TRANSITION TYPE WGB | | |
0011 601-01522 1.000 EACH | 1700.00000 1700.00| 1900.00000 1900.00| 2000.00000 2000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0012 601-01700 2.000 EACH | 1660.00000 3320.00| 1700.00000 3400.00| 1900.00000 3800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0013 601-01867 1.000 EACH | 1375.00000 1375.00| 2000.00000 2000.00| 2000.00000 2000.00
GUARDRAIL TRANSITION, TGB RETROFIT | | |
0014 601-02211 350.000 EACH | 65.00000 22750.00| 65.00000 22750.00| 68.00000 23800.00
GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | |
IN LONG, GALVANIZED | | |
0015 601-02800 1.000 EACH | 876.00000 876.00| 1100.00000 1100.00| 1200.00000 1200.00
GUARDRAIL TRANSITION, TGT | | |
0016 601-03452 6.000 EACH | 135.00000 810.00| 80.00000 480.00| 100.00000 600.00
EXCAVATION OF DAMAGED STEEL BEAM | | |
GUARDRAIL BURIED END SECTION, LABOR ONLY| | |
0017 601-03453 30.000 EACH | 8.00000 240.00| 6.00000 180.00| 25.00000 750.00
GUARDRAIL, CLAMP BAR, 7.125 IN., | | |
ALUMINUM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -3
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND S
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 601-03456 8.000 EACH | 75.00000 600.00| 55.00000 440.00| 80.00000 640.00
GUARDRAIL POST, WOOD TYPE W5 | | |
0019 601-03471 8.000 EACH | 4000.00000 32000.00| 2750.00000 22000.00| 3000.00000 24000.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY | | |
0020 601-03599 2.000 EACH | 175.00000 350.00| 165.00000 330.00| 200.00000 400.00
GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | |
FT. 6 IN | | |
0021 601-03677 1.000 EACH | 600.00000 600.00| 650.00000 650.00| 600.00000 600.00
ANCHOR, TYPE 5 | | |
0022 601-06035 50.000 LFT | 5.00000 250.00| 5.00000 250.00| 12.00000 600.00
GUARDRAIL, RESET | | |
0023 601-06774 1.000 EACH | 3600.00000 3600.00| 3900.00000 3900.00| 4000.00000 4000.00
COMBINATION ATTENUATING TERMINAL | | |
0024 601-06798 200.000 EACH | 10.00000 2000.00| 8.00000 1600.00| 9.00000 1800.00
TIMBER BLOCK | | |
0025 601-06854 1.000 EACH | 2202.00000 2202.00| 2400.00000 2400.00| 2500.00000 2500.00
GUARDRAIL, W-BEAM, NESTED | | |
0026 601-61320 1000.000 LFT | 11.50000 11500.00| 11.00000 11000.00| 13.00000 13000.00
CURVED SECTION, STEEL BEAM GUARDRAIL | | |
GALVANIZED, 12 GA. | | |
0027 601-61340 40.000 EACH | 145.00000 5800.00| 50.00000 2000.00| 95.00000 3800.00
GUARDRAIL POST, 15.5 LBS PER FT., | | |
GALVANIZED, 6 FT. 3 IN. LONG | | |
0028 601-61350 80.000 EACH | 25.00000 2000.00| 9.00000 720.00| 35.00000 2800.00
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |
0029 601-61370 125.000 EACH | 20.00000 2500.00| 10.00000 1250.00| 23.00000 2875.00
GUARDRAIL POST BRACKET, 8.5 LBS PER LFT | | |
, GALVANIZED 1 FT. 2.25 IN. | | |
0030 601-61380 1.000 EACH | 35.00000 35.00| 50.00000 50.00| 59.00000 59.00
GUARDRAIL TERMINAL SECTION, FLAT END, | | |
GALVANIZED | | |
0031 601-61390 10.000 EACH | 35.00000 350.00| 45.00000 450.00| 50.00000 500.00
GUARDRAIL TERMINAL END SECTION, CURVED, | | |
SINGLE FACE, GALV | | |
0032 601-61400 1.000 EACH | 765.00000 765.00| 825.00000 825.00| 600.00000 600.00
GUARDRAIL BURIED END, GALVANIZED, | | |
SINGLE FACE | | |
0033 601-61550 5.000 EACH | 30.00000 150.00| 30.00000 150.00| 50.00000 250.00
GUARDRAIL TERMINAL END SECTION, ALUMINU | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -4
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND S
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0034 601-62070 25500.000 LFT | 9.00000 229500.00| 9.25000 235875.00| 10.00000 255000.00
GUARDRAIL, STEEL BEAM, GALVANIZED | | |
0035 601-62090 15.000 LFT | 3.00000 45.00| 6.00000 90.00| 5.00000 75.00
GUARDRAIL, STEEL BEAM, INSTALL | | |
0036 601-62100 5.000 EACH | 25.00000 125.00| 20.00000 100.00| 25.00000 125.00
GUARDRAIL POST, STEEL, INSTALL | | |
0037 601-62110 50.000 LFT | 2.50000 125.00| 5.00000 250.00| 5.00000 250.00
GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | |
INSTALL | | |
0038 601-62120 3.000 EACH | 6.00000 18.00| 5.00000 15.00| 8.00000 24.00
GUARDRAIL POST BRACKET, INSTALL | | |
0039 601-62150 2.000 EACH | 125.00000 250.00| 100.00000 200.00| 100.00000 200.00
GUARDRAIL POST, 15.5 LBS PER LFT., | | |
GALVANIZED, 7 FT. 0 IN. LONG | | |
0040 601-62297 1.000 EACH | 55.00000 55.00| 50.00000 50.00| 100.00000 100.00
GUARDRAIL STANDARD TERMINAL CONNECTOR, | | |
MICHIGAN END SHOE | | |
0041 601-62530 1.000 EACH | 50.00000 50.00| 55.00000 55.00| 150.00000 150.00
GUARDRAIL PIER CONNECTION, ES | | |
0042 601-62540 900.000 EACH | 17.00000 15300.00| 14.00000 12600.00| 18.00000 16200.00
GUARDRAIL POST, PLUMB | | |
0043 601-62550 250.000 LFT | 4.50000 1125.00| 5.00000 1250.00| 9.00000 2250.00
GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | |
0044 601-62580 25.000 EACH | 15.00000 375.00| 12.00000 300.00| 44.00000 1100.00
GUARDRAIL SPLICE BAR, ALUMINUM | | |
0045 601-62630 1.000 EACH | 70.00000 70.00| 65.00000 65.00| 100.00000 100.00
GUARDRAIL POST, ALUMINUM, 6 FT. 3 IN. | | |
0046 601-62640 5.000 EACH | 70.00000 350.00| 55.00000 275.00| 100.00000 500.00
GUARDRAIL POST, ALUMINUM, 5 FT. 3 IN. | | |
0047 601-62680 1.000 EACH | 490.00000 490.00| 450.00000 450.00| 700.00000 700.00
GUARDRAIL TERMINAL SECTION, SINGLE FACE | | |
BURIED END, ALUMINUM | | |
0048 601-90382 1.000 EACH | 75.00000 75.00| 70.00000 70.00| 100.00000 100.00
GUARDRAIL POST, ALUMINUM, 7 FT. | | |
0049 601-90389 1.000 EACH | 55.00000 55.00| 85.00000 85.00| 75.00000 75.00
GUARDRAIL TERMINAL SECTION, GALVANIZED, | | |
11 IN. | | |
0050 601-90677 1.000 EACH | 45.00000 45.00| 50.00000 50.00| 75.00000 75.00
DRILLED BRACKET, INSTALL | | |
0051 601-91198 4.000 EACH | 130.00000 520.00| 150.00000 600.00| 200.00000 800.00
GUARDRAIL POST, MODIFIED | | |
0052 601-91504 1.000 EACH | 100.00000 100.00| 105.00000 105.00| 125.00000 125.00
GUARDRAIL POST, W1, 10 IN X 10 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -5
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND S
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0053 601-91505 5.000 EACH | 70.00000 350.00| 70.00000 350.00| 80.00000 400.00
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |
0054 601-91510 5.000 EACH | 70.00000 350.00| 70.00000 350.00| 80.00000 400.00
GUARDRAIL POST, W3, 8 IN. X 8 IN. | | |
0055 601-91511 5.000 EACH | 70.00000 350.00| 70.00000 350.00| 80.00000 400.00
GUARDRAIL POST, W4, 8 IN. X 8 IN. | | |
0056 601-91542 5.000 EACH | 15.00000 75.00| 20.00000 100.00| 25.00000 125.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |
0057 601-91575 5.000 EACH | 15.00000 75.00| 20.00000 100.00| 25.00000 125.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | |
0058 601-91576 5.000 EACH | 15.00000 75.00| 20.00000 100.00| 25.00000 125.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | |
0059 601-91649 8.000 EACH | 150.00000 1200.00| 120.00000 960.00| 150.00000 1200.00
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |
GALVANIZED | | |
0060 601-91653 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 150.00000 300.00
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
0061 601-93346 5.000 EACH | 60.00000 300.00| 80.00000 400.00| 150.00000 750.00
GUARDRAIL CONNECTOR, AS | | |
0062 601-94689 30.000 EACH | 2625.00000 78750.00| 2750.00000 82500.00| 2800.00000 84000.00
GUARDRAIL END TREATMENT, OS | | |
0063 601-95342 4.000 EACH | 90.00000 360.00| 60.00000 240.00| 125.00000 500.00
GUARDRAIL SPLICE PLATE, C, GALVANIZED | | |
0064 601-95972 15.000 EACH | 70.00000 1050.00| 65.00000 975.00| 80.00000 1200.00
GUARDRAIL POST (CRT), 8 IN X 6 IN | | |
TREATED LUMBER, 6 FT. 0 IN. LONG | | |
0065 601-97774 10.000 EACH | 1700.00000 17000.00| 1050.00000 10500.00| 1200.00000 12000.00
GUARDRAIL END TREATMENT, OS, SPATRE | | |
PARTS PACKAGE | | |
0066 601-98636 100.000 LFT | 4.00000 400.00| 5.00000 500.00| 9.00000 900.00
GUARDRAIL CHANNEL, 6.7 LBS PER LFT., | | |
GALVANIZED, 5 IN. | | |
0067 601-98637 1.000 EACH | 45.00000 45.00| 70.00000 70.00| 100.00000 100.00
GUARDRAIL BURIED END, TERMINAL | | |
CONNECTOR, GALVANIZED | | |
0068 601-98638 1.000 EACH | 22.00000 22.00| 45.00000 45.00| 50.00000 50.00
GUARDRAIL SPLICE PLATE, ALUMINUM | | |
0069 601-99105 1500.000 LFT | 17.00000 25500.00| 15.10000 22650.00| 22.00000 33000.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0070 601-99108 150.000 LFT | 23.00000 3450.00| 21.60000 3240.00| 27.00000 4050.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/10/11
PAGE : 550 -6
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : T -31640-A COUNTIES : VARIOUS
LETTING DATE : 10/06/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
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|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND S
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0071 601-99123 1.000 EACH | 1700.00000 1700.00| 2200.00000 2200.00| 2500.00000 2500.00
GUARDRAIL TRANSITION, GP | | |
0072 706-01515 1.000 EACH | 40.00000 40.00| 35.00000 35.00| 100.00000 100.00
BRIDGE BRACKET, A, ALUMINUM | | |
0073 706-05587 1.000 EACH | 225.00000 225.00| 150.00000 150.00| 400.00000 400.00
BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | |
INSTALL | | |
0074 706-06347 50.000 LFT | 130.00000 6500.00| 68.00000 3400.00| 200.00000 10000.00
RAILING, CF-1 | | |
0075 706-62380 3.000 EACH | 115.00000 345.00| 50.00000 150.00| 200.00000 600.00
BRIDGE RAILING POST, 5A | | |
0076 706-62390 1.000 EACH | 115.00000 115.00| 50.00000 50.00| 200.00000 200.00
BRIDGE RAILING POST, 6 | | |
0077 706-62400 1.000 EACH | 115.00000 115.00| 50.00000 50.00| 200.00000 200.00
BRIDGE RAILING POST, 7 | | |
0078 706-90672 5.000 EACH | 115.00000 575.00| 50.00000 250.00| 200.00000 1000.00
BRIDGE RAILING POST, ALUMINUM, 5 | | |
0079 706-94133 1.000 LFT | 25.00000 25.00| 60.00000 60.00| 50.00000 50.00
RAILING, TUBE, GALVANIZED STEEL | | |
0080 706-95431 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 500.00000 500.00
BARRIER X CONCRETE BRIDGE RAILING | | |
BRACKET TYPE A | | |
0081 706-95432 1.000 EACH | 550.00000 550.00| 400.00000 400.00| 600.00000 600.00
BARRIER X CONCRETE BRIDGE RAILING | | |
BRACKET TYPE B | | |
0082 706-95433 1.000 EACH | 550.00000 550.00| 400.00000 400.00| 600.00000 600.00
BARRIER X CONCRETE BRIDGE RAILING | | |
BRACKET TYPE C | | |
0083 706-98639 1.000 EACH | 20.00000 20.00| 20.00000 20.00| 100.00000 100.00
BRIDGE RAILING SPLICE BAR, ALUMINUM | | |
0084 711-51823 1.000 EACH | 20.00000 20.00| 18.00000 18.00| 25.00000 25.00
EXPANSION ANCHOR, 0.75 IN. | | |
0085 801-03290 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 250.00000 500.00
CONSTRUCTION SIGN, C | | |
0086 801-06775 LUMP | 9000.00000 9000.00| 32000.00000 32000.00| 18000.00000 18000.00
MAINTAINING TRAFFIC | | |
0087 802-97573 1.000 EACH | 50.00000 50.00| 60.00000 60.00| 150.00000 150.00
ANGLE POST | | |
0088 803-61430 1.000 EACH | 45.00000 45.00| 50.00000 50.00| 150.00000 150.00
BRIDGE BRACKET A, GALVANIZED | | |
0089 803-61440 1.000 EACH | 45.00000 45.00| 50.00000 50.00| 150.00000 150.00
BRIDGE BRACKET B, GALVANIZED | | |
SECTION TOTALS | $ 513,418.00| $ 547,788.00| $ 578,578.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 513,418.00| $ 547,788.00| $ 578,578.00
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