INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 10/30/12 LOCATION : ON SR 60 FROM SR 56 TO SR 135 PROJECT(S) : 0364009 0364009 0364009 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 15,723,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 15,988,468.12 101.6884% 3 34-0907180 E S WAGNER COMPANY $ 16,675,323.31 106.0569% 4 35-1875662 CRIDER & CRIDER INC $ 16,971,034.79 107.9376% 5 35-1385672 FORCE CONSTRUCTION CO INC $ 17,882,074.85 113.7320% 6 35-1357381 DAVE OMARA CONTRACTOR INC $ 18,347,595.50 116.6927% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 18,968,564.48 120.6421% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -2 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| 58000.00000 58000.00| 76759.14000 76759.14 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 80.00000 480.00| 200.00000 1200.00| 150.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 180.000 MOS | 80.00000 14400.00| 100.00000 18000.00| 75.00000 13500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 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 | 775921.22000 775921.22| 630000.00000 630000.00| 833768.61900 833768.62 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 16000.00000 16000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 120000.00000 120000.00| 46300.00000 46300.00| 333507.42400 333507.42 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 10800.00000 10800.00| 11000.00000 11000.00| 11368.42000 11368.42 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 24 | | | 0016 202-03000 LUMP | 100.00000 100.00| 400.00000 400.00| 1578.95000 1578.95 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 29 | | | 0017 202-03000 LUMP | 7200.00000 7200.00| 19000.00000 19000.00| 10105.26000 10105.26 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 44 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -3 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 573.000 LFT | 10.00000 5730.00| 4.50000 2578.50| 19.50000 11173.50 PIPE, REMOVE | | | 0019 203-02000 462553.000 CYS | 3.50000 1618935.50| 3.30000 1526424.90| 2.10000 971361.30 EXCAVATION, COMMON | | | 0020 203-02010 53393.000 CYS | 6.00000 320358.00| 8.10000 432483.30| 15.55300 830421.33 EXCAVATION, ROCK | | | 0021 203-02070 65946.000 CYS | 1.00000 65946.00| 3.60000 237405.60| 0.01000 659.46 BORROW | | | 0022 203-51223 4580.000 CYS | 6.75000 30915.00| 4.50000 20610.00| 2.10000 9618.00 EXCAVATION, WATERWAY | | | 0023 205-06931 3062.000 TON | 33.00000 101046.00| 25.00000 76550.00| 50.00000 153100.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 3.000 EACH | 150.00000 450.00| 91.00000 273.00| 90.00000 270.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 436.000 TON | 28.00000 12208.00| 34.25000 14933.00| 69.00000 30084.00 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1030.000 LFT | 2.20000 2266.00| 3.50000 3605.00| 5.00000 5150.00 TEMPORARY SILT FENCE | | | 0027 205-09887 1250.000 LFT | 20.50000 25625.00| 32.85000 41062.50| 40.00000 50000.00 SANDBAG | | | 0028 206-51215 227.000 CYS | 100.00000 22700.00| 110.00000 24970.00| 275.00000 62425.00 EXCAVATION, X | | | 0029 206-51230 245.000 CYS | 95.00000 23275.00| 18.00000 4410.00| 4.50000 1102.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08263 161102.000 SYS | 3.65000 588022.30| 3.55000 571912.10| 0.01000 1611.02 SUBGRADE TREATMENT, TYPE IA | | | 0031 207-08267 2641.000 SYS | 7.50000 19807.50| 11.00000 29051.00| 7.00000 18487.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-06467 415.000 CYS | 45.00000 18675.00| 61.00000 25315.00| 33.92000 14076.80 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09194 9315.000 TON | 12.00000 111780.00| 20.00000 186300.00| 22.92000 213499.80 B BORROW | | | 0034 211-09264 629.000 CYS | 27.00000 16983.00| 26.00000 16354.00| 20.00000 12580.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0035 211-09265 6722.500 CYS | 25.00000 168062.50| 18.00000 121005.00| 20.00000 134450.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0036 211-09266 22415.000 CYS | 20.00000 448300.00| 27.00000 605205.00| 35.75000 801336.25 STRUCTURAL BACKFILL, TYPE 3 | | | 0037 301-07448 41988.000 TON | 12.50000 524850.00| 12.50000 524850.00| 19.77700 830396.68 COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 302-07455 254.000 CYS | 48.00000 12192.00| 38.00000 9652.00| 43.60000 11074.40 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -4 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 303-01180 41.000 TON | 20.00000 820.00| 75.00000 3075.00| 25.00000 1025.00 COMPACTED AGGREGATE, NO. 53 | | | 0040 304-07490 6.000 TON | 500.00000 3000.00| 200.00000 1200.00| 1004.30000 6025.80 HMA PATCHING, TYPE B | | | 0041 304-07494 100.000 TON | 96.00000 9600.00| 80.00000 8000.00| 96.41000 9641.00 WIDENING WITH HMA, TYPE C | | | 0042 306-08034 22265.000 SYS | 0.70000 15585.50| 1.40000 31171.00| 0.36000 8015.40 MILLING, ASPHALT, 1 1/2 IN | | | 0043 401-06264 LUMP | 8300.00000 8300.00| 1800.00000 1800.00| 8335.66000 8335.66 PROFILOGRAPH, HMA | | | 0044 401-07320 4564.000 TON | 52.00000 237328.00| 55.00000 251020.00| 54.23000 247505.72 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0045 401-07334 10320.000 TON | 64.00000 660480.00| 70.00000 722400.00| 68.29000 704752.80 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0046 401-07403 14138.000 TON | 52.00000 735176.00| 49.00000 692762.00| 54.23000 766703.74 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0047 401-07422 8756.000 TON | 46.00000 402776.00| 48.00000 420288.00| 48.21000 422126.76 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0048 401-07424 33931.000 TON | 45.00000 1526895.00| 46.50000 1577791.50| 48.21000 1635813.51 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0049 401-07429 10292.000 TON | 40.00000 411680.00| 53.50000 550622.00| 42.18000 434116.56 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0050 402-07453 1904.000 TON | 50.00000 95200.00| 45.50000 86632.00| 50.21000 95599.84 HMA FOR TEMPORARY PAVEMENT | | | 0051 406-05520 122.000 TON | 460.00000 56120.00| 260.00000 31720.00| 461.98000 56361.56 ASPHALT FOR TACK COAT | | | 0052 601-01522 20.000 EACH | 2090.00000 41800.00| 2092.00000 41840.00| 2090.00000 41800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 16.000 EACH | 2395.00000 38320.00| 2854.00000 45664.00| 2395.00000 38320.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 2323.000 LFT | 17.35000 40304.05| 17.40000 40420.20| 17.35000 40304.05 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0055 602-06729 44.000 EACH | 8.90000 391.60| 8.90000 391.60| 8.90000 391.60 BARRIER DELINEATOR | | | 0056 603-04622 1.000 EACH | 732.00000 732.00| 1280.00000 1280.00| 732.00000 732.00 FENCE GATE, FARM FIELD, 47 IN X 32FT | | | 0057 603-06040 38385.000 LFT | 4.85000 186167.25| 5.00000 191925.00| 4.85000 186167.25 FENCE, FARM FIELD, 47 IN | | | 0058 603-09066 220.000 LFT | 33.50000 7370.00| 23.00000 5060.00| 33.50000 7370.00 FENCE, CHAIN LINK, PVC COATED, 72 IN | | | 0059 605-06120 609.000 LFT | 20.00000 12180.00| 35.00000 21315.00| 38.00000 23142.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -5 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 605-06145 300.000 LFT | 30.00000 9000.00| 26.00000 7800.00| 40.00000 12000.00 CURB AND GUTTER, B, CONCRETE | | | 0062 606-07484 38200.000 LFT | 0.16000 6112.00| 0.22000 8404.00| 0.29000 11078.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0064 609-06259 1416.000 SYS | 70.00000 99120.00| 68.00000 96288.00| 69.50000 98412.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0065 610-07486 306.000 TON | 76.00000 23256.00| 88.00000 26928.00| 76.33000 23356.98 HMA FOR APPROACHES, TYPE A | | | 0066 610-07487 583.000 TON | 76.00000 44308.00| 88.00000 51304.00| 76.33000 44500.39 HMA FOR APPROACHES, TYPE B | | | 0067 615-06490 75.000 EACH | 115.00000 8625.00| 116.00000 8700.00| 115.00000 8625.00 RIGHT OF WAY MARKER | | | 0068 615-06505 29.000 EACH | 645.00000 18705.00| 646.00000 18734.00| 645.00000 18705.00 MONUMENT, B | | | 0069 615-06510 21.000 EACH | 545.00000 11445.00| 546.50000 11476.50| 545.00000 11445.00 MONUMENT, C | | | 0070 615-06530 5.000 EACH | 690.00000 3450.00| 692.00000 3460.00| 690.00000 3450.00 BENCH MARK POST | | | 0071 616-02320 42515.000 SYS | 1.60000 68024.00| 2.05000 87155.75| 1.50000 63772.50 GEOTEXTILES | | | 0072 616-06405 31349.400 TON | 16.00000 501590.40| 16.30000 510995.22| 16.00000 501590.40 RIPRAP, REVETMENT | | | 0073 616-06451 54.000 TON | 22.00000 1188.00| 50.00000 2700.00| 30.00000 1620.00 RIPRAP, UNIFORM | | | 0074 616-07266 915.000 LFT | 27.55000 25208.25| 27.58000 25235.70| 27.55000 25208.25 COIR ROLL , BIOLOG | | | 0075 621-01004 4.000 EACH | 750.00000 3000.00| 750.00000 3000.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-02770 5372.000 SYS | 1.20000 6446.40| 1.20000 6446.40| 1.20000 6446.40 EROSION CONTROL BLANKET | | | 0077 621-06545 30.000 TON | 510.00000 15300.00| 512.00000 15360.00| 510.00000 15300.00 FERTILIZER | | | 0078 621-06554 11165.000 LBS | 3.15000 35169.75| 3.15000 35169.75| 3.15000 35169.75 SEED MIXTURE, U | | | 0079 621-06565 149.000 TON | 388.00000 57812.00| 390.00000 58110.00| 388.00000 57812.00 MULCHING MATERIAL | | | 0080 621-06567 130.000 kGAL | 1.00000 130.00| 1.00000 130.00| 1.00000 130.00 WATER | | | 0081 621-06574 17658.000 SYS | 2.57000 45381.06| 2.74000 48382.92| 2.64000 46617.12 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -6 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-06575 12882.000 SYS | 2.57000 33106.74| 2.85000 36713.70| 2.67000 34394.94 SODDING, NURSERY | | | 0083 621-08161 129.600 SYS | 4.90000 635.04| 4.90000 635.04| 4.90000 635.04 PERMANENT TURF REINFORCEMENT MAT | | | 0085 628-09403 24.000 MOS | 2200.00000 52800.00| 2200.00000 52800.00| 2500.00000 60000.00 FIELD OFFICE, C | | | 0086 628-09407 72.000 MOS | 100.00000 7200.00| 100.00000 7200.00| 100.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0087 701-06011 5.000 EACH | 500.00000 2500.00| 1200.00000 6000.00| 800.00000 4000.00 DYNAMIC PILE LOAD TEST | | | 0088 701-09557 198.000 LFT | 54.00000 10692.00| 25.00000 4950.00| 25.00000 4950.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0089 701-09559 5.000 EACH | 740.00000 3700.00| 1200.00000 6000.00| 500.00000 2500.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0090 701-09739 42.000 EACH | 85.00000 3570.00| 110.00000 4620.00| 100.00000 4200.00 PILE SHOE, HP 12 X 53 | | | 0091 701-51195 1259.600 LFT | 54.00000 68018.40| 30.00000 37788.00| 24.50000 30860.20 PILE, STEEL H, HP 12 IN X 53 | | | 0092 702-51005 238.000 CYS | 425.00000 101150.00| 475.00000 113050.00| 575.00000 136850.00 CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 179.500 CYS | 240.00000 43080.00| 250.00000 44875.00| 305.00000 54747.50 CONCRETE, B, FOOTINGS | | | 0094 702-51100 228.000 LBS | 2.00000 456.00| 4.00000 912.00| 3.50000 798.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0095 702-51110 644.000 LBS | 2.70000 1738.80| 2.60000 1674.40| 3.95000 2543.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-92857 191.900 CYS | 410.00000 78679.00| 485.00000 93071.50| 475.00000 91152.50 CONCRETE, C, SUBSTRUCTURE | | | 0097 703-06028 47325.000 LBS | 0.76000 35967.00| 0.80000 37860.00| 0.85000 40226.25 REINFORCING BARS | | | 0098 703-06029 432316.000 LBS | 0.78000 337206.48| 0.87000 376114.92| 0.90000 389084.40 REINFORCING BARS, EPOXY COATED | | | 0099 704-51002 1276.200 CYS | 425.00000 542385.00| 475.00000 606195.00| 465.00000 593433.00 CONCRETE, C, SUPERSTRUCTURE | | | 0100 706-05732 20.000 EACH | 1250.00000 25000.00| 1250.00000 25000.00| 1297.86000 25957.20 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-51025 1297.200 LFT | 21.00000 27241.20| 23.50000 30484.20| 23.42000 30380.42 CONCRETE, C, RAILING | | | 0102 707-05984 1266.000 LFT | 180.00000 227880.00| 145.00000 183570.00| 170.00000 215220.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -7 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 707-08476 2121.200 LFT | 253.00000 536663.60| 170.00000 360604.00| 275.00000 583330.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0104 709-51821 LUMP | 7966.96000 7966.96| 9070.00000 9070.00| 8440.00000 8440.00 SURFACE SEAL , STR 060-88-08632 | | | 0105 709-51821 LUMP | 4498.80000 4498.80| 4800.00000 4800.00| 4170.00000 4170.00 SURFACE SEAL , STR 060-88-08633 | | | 0106 709-51821 LUMP | 2909.40000 2909.40| 3210.00000 3210.00| 2770.00000 2770.00 SURFACE SEAL , STR 135-88-08878 | | | 0107 709-51821 LUMP | 2580.00000 2580.00| 2785.00000 2785.00| 2390.00000 2390.00 SURFACE SEAL , STR NO 060-88-08879 | | | 0108 709-51821 LUMP | 2590.36000 2590.36| 2800.00000 2800.00| 2380.00000 2380.00 SURFACE SEAL , STR NO 060-88-08880 | | | 0109 714-03028 89.000 LFT | 470.00000 41830.00| 490.00000 43610.00| 520.00000 46280.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT | | | 0111 714-07259 128.000 LFT | 810.00000 103680.00| 720.00000 92160.00| 706.00000 90368.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | SECTION 14 FT X 6 FT | | | 0112 714-26703 168.000 LFT | 215.00000 36120.00| 260.00000 43680.00| 230.00000 38640.00 STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | | X 4FT | | | 0113 714-26726 100.000 LFT | 715.00000 71500.00| 825.00000 82500.00| 750.00000 75000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 8FT | | | 0114 715-05019 432.000 LFT | 58.00000 25056.00| 49.00000 21168.00| 85.00000 36720.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0115 715-05048 39564.000 LFT | 2.10000 83084.40| 2.10000 83084.40| 1.58000 62511.12 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0116 715-05053 2831.000 LFT | 11.00000 31141.00| 11.05000 31282.55| 15.00000 42465.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0117 715-05123 153.000 LFT | 38.00000 5814.00| 43.50000 6655.50| 67.00000 10251.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0118 715-05128 133.000 LFT | 96.00000 12768.00| 95.00000 12635.00| 160.00000 21280.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0120 715-05147 100.000 LFT | 20.00000 2000.00| 14.00000 1400.00| 19.00000 1900.00 PIPE, TYPE 2, CIRCULAR, 8 IN | | | 0121 715-05148 100.000 LFT | 21.00000 2100.00| 14.25000 1425.00| 30.00000 3000.00 PIPE, TYPE 2, CIRCULAR, 10 IN | | | 0122 715-05149 100.000 LFT | 22.00000 2200.00| 14.75000 1475.00| 31.00000 3100.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0123 715-05151 508.000 LFT | 25.00000 12700.00| 20.10000 10210.80| 32.00000 16256.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -8 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 715-05169 530.000 LFT | 25.00000 13250.00| 20.90000 11077.00| 32.00000 16960.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0125 715-05171 82.000 LFT | 28.00000 2296.00| 39.50000 3239.00| 35.00000 2870.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0126 715-05173 80.000 LFT | 38.00000 3040.00| 30.00000 2400.00| 43.00000 3440.00 PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0127 715-05407 573.000 LFT | 7.00000 4011.00| 15.00000 8595.00| 10.00000 5730.00 PIPE, END BENT DRAIN, 6 IN | | | 0129 715-06004 6.000 EACH | 1300.00000 7800.00| 1100.00000 6600.00| 1200.00000 7200.00 CONCRETE ANCHOR, 48 IN | | | 0130 715-46005 24.000 EACH | 480.00000 11520.00| 330.00000 7920.00| 430.00000 10320.00 PIPE END SECTION, 15 IN | | | 0131 715-46010 2.000 EACH | 500.00000 1000.00| 385.00000 770.00| 430.00000 860.00 PIPE END SECTION, 18 IN | | | 0132 715-46020 10.000 EACH | 880.00000 8800.00| 635.00000 6350.00| 635.00000 6350.00 PIPE END SECTION, 24 IN | | | 0133 715-46040 4.000 EACH | 1000.00000 4000.00| 950.00000 3800.00| 820.00000 3280.00 PIPE END SECTION, 36 IN | | | 0134 718-06528 100.000 EACH | 410.00000 41000.00| 472.50000 47250.00| 399.00000 39900.00 OUTLET PROTECTOR, 1 | | | 0135 718-06532 6500.000 LFT | 0.50000 3250.00| 0.50000 3250.00| 0.86000 5590.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0136 718-52610 3561.000 CYS | 22.00000 78342.00| 22.05000 78520.05| 17.75000 63207.75 AGGREGATE FOR UNDERDRAINS | | | 0137 718-99153 27299.000 SYS | 0.75000 20474.25| 0.75000 20474.25| 0.70000 19109.30 GEOTEXTILES FOR UNDERDRAIN | | | 0138 720-45030 2.000 EACH | 1200.00000 2400.00| 1050.00000 2100.00| 1200.00000 2400.00 INLET, E7 | | | 0139 720-45035 1.000 EACH | 1400.00000 1400.00| 1085.00000 1085.00| 1300.00000 1300.00 INLET, F7 | | | 0140 723-06660 8113.500 SFT | 52.00000 421902.00| 49.00000 397561.50| 54.00000 438129.00 WINGWALL | | | 0141 723-06919 170.000 LFT | 1690.00000 287300.00| 1730.00000 294100.00| 2400.00000 408000.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 120 IN | | | 0142 723-06927 24.000 LFT | 1080.00000 25920.00| 1300.00000 31200.00| 1300.00000 31200.00 STRUCTURE, PRECAST THREE-SIDED, , 120" | | | X 72" | | | 0143 723-06927 72.000 LFT | 3200.00000 230400.00| 3160.00000 227520.00| 4000.00000 288000.00 STRUCTURE, PRECAST THREE-SIDED, , 360" | | | X 204" | | | 0144 723-08060 196.000 LFT | 1475.00000 289100.00| 1375.00000 269500.00| 2200.00000 431200.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -9 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 724-51925 63.300 LFT | 115.00000 7279.50| 230.00000 14559.00| 130.00000 8229.00 STRUCTURAL EXPANSION JOINT, SS | | | 0146 731-93945 33390.000 SFT | 13.25000 442417.50| 15.00000 500850.00| 13.00000 434070.00 FACE PANELS, CONCRETE | | | 0147 731-93946 33390.000 SFT | 6.25000 208687.50| 6.50000 217035.00| 5.00000 166950.00 WALL ERECTION | | | 0148 731-93947 1606.000 LFT | 20.00000 32120.00| 27.00000 43362.00| 15.00000 24090.00 LEVELING PAD, CONCRETE | | | 0149 801-03290 8.000 EACH | 275.00000 2200.00| 276.00000 2208.00| 275.00000 2200.00 CONSTRUCTION SIGN, C | | | 0150 801-04308 8.000 EACH | 295.00000 2360.00| 296.00000 2368.00| 295.00000 2360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0151 801-06207 55885.000 LFT | 0.90000 50296.50| 0.90000 50296.50| 1.23000 68738.55 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0152 801-06640 50.000 EACH | 175.00000 8750.00| 175.00000 8750.00| 175.00000 8750.00 CONSTRUCTION SIGN, A | | | 0153 801-06645 5.000 EACH | 60.00000 300.00| 61.50000 307.50| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0154 801-06775 LUMP | 60000.00000 60000.00| 16063.93000 16063.93| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0155 801-07118 384.000 LFT | 20.85000 8006.40| 20.90000 8025.60| 20.85000 8006.40 BARRICADE, III-A | | | 0156 802-05701 321.500 LFT | 15.06000 4841.79| 15.10000 4854.65| 15.06000 4841.79 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-05702 95.000 LFT | 12.60000 1197.00| 12.70000 1206.50| 12.60000 1197.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0158 802-05703 95.000 LFT | 15.67000 1488.65| 15.70000 1491.50| 15.67000 1488.65 SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0159 802-09838 32.000 SFT | 17.90000 572.80| 17.95000 574.40| 17.90000 572.80 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0160 802-09840 189.580 SFT | 19.90000 3772.64| 19.95000 3782.12| 19.90000 3772.64 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0161 802-09842 92.210 SFT | 21.90000 2019.40| 22.00000 2028.62| 21.90000 2019.40 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0162 808-06701 40.000 LFT | 0.59000 23.60| 0.60000 24.00| 0.59000 23.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -10 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1917625 |( 3 ) 34-0907180 |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP |E S WAGNER COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 808-06703 68301.000 LFT | 0.38000 25954.38| 0.39000 26637.39| 0.38000 25954.38 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0164 808-10033 1798.000 LFT | 0.45000 809.10| 0.45000 809.10| 0.45000 809.10 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0165 808-10034 1441.000 LFT | 0.45000 648.45| 0.45000 648.45| 0.45000 648.45 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0166 808-10036 100.000 LFT | 0.45000 45.00| 0.44000 44.00| 0.45000 45.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0167 808-75240 1559.000 LFT | 0.59000 919.81| 0.60000 935.40| 0.59000 919.81 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0168 808-75245 61466.000 LFT | 0.38000 23357.08| 0.38000 23357.08| 0.38000 23357.08 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0169 808-75290 894.000 LFT | 4.90000 4380.60| 4.92000 4398.48| 4.90000 4380.60 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0170 808-75297 207.000 LFT | 4.85000 1003.95| 4.85000 1003.95| 4.85000 1003.95 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0171 808-75320 38.000 EACH | 90.00000 3420.00| 91.50000 3477.00| 90.00000 3420.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0172 808-75325 35.000 EACH | 120.00000 4200.00| 121.50000 4252.50| 120.00000 4200.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0173 808-75994 964.000 EACH | 0.10000 96.40| 0.10000 96.40| 0.25000 241.00 PRISMATIC REFLECTOR | | | 0174 808-75998 964.000 EACH | 12.81000 12348.84| 12.85000 12387.40| 15.00000 14460.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0175 808-99176 796.000 LFT | 4.90000 3900.40| 4.90000 3900.40| 4.90000 3900.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN | | | 0176 714-26708 237.000 LFT | 340.00000 80580.00| 315.00000 74655.00| 250.00000 59250.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0177 621-06557 16110.000 LBS | 1.20000 19332.00| 1.20000 19332.00| 1.20000 19332.00 SEED MIXTURE, T | | | 0178 202-03135 315.000 SFT | 15.00000 4725.00| 10.00000 3150.00| 4.76000 1499.40 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0179 205-09543 200.000 TON | 40.00000 8000.00| 16.00000 3200.00| 30.00000 6000.00 NO 2 STONE | | | SECTION TOTALS | $ 15,723,000.00| $ 15,988,468.12| $ 16,675,323.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,723,000.00| $ 15,988,468.12| $ 16,675,323.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -11 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 225000.00000 225000.00| 104700.00000 104700.00| 95000.00000 95000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 75.00000 450.00| 302.06000 1812.36| 200.00000 1200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 180.000 MOS | 50.00000 9000.00| 78.54000 14137.20| 80.00000 14400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 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 | 810000.00000 810000.00| 890000.00000 890000.00| 916000.00000 916000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 7000.00000 7000.00| 19319.09000 19319.09| 19500.00000 19500.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 250000.00000 250000.00| 350000.00000 350000.00| 365000.00000 365000.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 7500.00000 7500.00| 11600.00000 11600.00| 10800.00000 10800.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 24 | | | 0016 202-03000 LUMP | 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 29 | | | 0017 202-03000 LUMP | 4000.00000 4000.00| 16000.00000 16000.00| 7200.00000 7200.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 44 | | | 0018 202-96133 573.000 LFT | 10.00000 5730.00| 8.00000 4584.00| 10.00000 5730.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -12 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 462553.000 CYS | 3.20000 1480169.60| 4.16000 1924220.48| 4.00000 1850212.00 EXCAVATION, COMMON | | | 0020 203-02010 53393.000 CYS | 8.00000 427144.00| 15.25000 814243.25| 12.00000 640716.00 EXCAVATION, ROCK | | | 0021 203-02070 65946.000 CYS | 1.00000 65946.00| 2.55000 168162.30| 4.00000 263784.00 BORROW | | | 0022 203-51223 4580.000 CYS | 5.00000 22900.00| 5.75000 26335.00| 5.00000 22900.00 EXCAVATION, WATERWAY | | | 0023 205-06931 3062.000 TON | 21.00000 64302.00| 31.60000 96759.20| 29.00000 88798.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 3.000 EACH | 125.00000 375.00| 100.00000 300.00| 95.00000 285.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 436.000 TON | 23.00000 10028.00| 31.60000 13777.60| 31.00000 13516.00 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1030.000 LFT | 4.00000 4120.00| 1.20000 1236.00| 4.00000 4120.00 TEMPORARY SILT FENCE | | | 0027 205-09887 1250.000 LFT | 20.00000 25000.00| 21.44000 26800.00| 20.00000 25000.00 SANDBAG | | | 0028 206-51215 227.000 CYS | 74.00000 16798.00| 61.16000 13883.32| 50.00000 11350.00 EXCAVATION, X | | | 0029 206-51230 245.000 CYS | 25.00000 6125.00| 22.55000 5524.75| 50.00000 12250.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08263 161102.000 SYS | 3.55000 571912.10| 4.00000 644408.00| 3.95000 636352.90 SUBGRADE TREATMENT, TYPE IA | | | 0031 207-08267 2641.000 SYS | 5.50000 14525.50| 4.78000 12623.98| 12.00000 31692.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-06467 415.000 CYS | 35.00000 14525.00| 34.78000 14433.70| 50.00000 20750.00 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09194 9315.000 TON | 18.00000 167670.00| 14.53000 135346.95| 19.00000 176985.00 B BORROW | | | 0034 211-09264 629.000 CYS | 23.00000 14467.00| 20.00000 12580.00| 31.00000 19499.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0035 211-09265 6722.500 CYS | 22.00000 147895.00| 16.00000 107560.00| 34.00000 228565.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0036 211-09266 22415.000 CYS | 22.00000 493130.00| 16.00000 358640.00| 26.00000 582790.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0037 301-07448 41988.000 TON | 12.50000 524850.00| 10.00000 419880.00| 13.00000 545844.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 302-07455 254.000 CYS | 45.00000 11430.00| 63.19000 16050.26| 50.00000 12700.00 DENSE GRADED SUBBASE | | | 0039 303-01180 41.000 TON | 13.00000 533.00| 19.95000 817.95| 50.00000 2050.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -13 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 304-07490 6.000 TON | 300.00000 1800.00| 1000.00000 6000.00| 340.00000 2040.00 HMA PATCHING, TYPE B | | | 0041 304-07494 100.000 TON | 94.00000 9400.00| 96.00000 9600.00| 125.00000 12500.00 WIDENING WITH HMA, TYPE C | | | 0042 306-08034 22265.000 SYS | 0.95000 21151.75| 0.65000 14472.25| 1.35000 30057.75 MILLING, ASPHALT, 1 1/2 IN | | | 0043 401-06264 LUMP | 5000.00000 5000.00| 8300.00000 8300.00| 6400.00000 6400.00 PROFILOGRAPH, HMA | | | 0044 401-07320 4564.000 TON | 65.00000 296660.00| 54.00000 246456.00| 55.00000 251020.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0045 401-07334 10320.000 TON | 66.00000 681120.00| 68.00000 701760.00| 56.00000 577920.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0046 401-07403 14138.000 TON | 52.50000 742245.00| 54.00000 763452.00| 50.00000 706900.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0047 401-07422 8756.000 TON | 54.50000 477202.00| 48.00000 420288.00| 48.00000 420288.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0048 401-07424 33931.000 TON | 52.50000 1781377.50| 48.00000 1628688.00| 44.00000 1492964.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0049 401-07429 10292.000 TON | 48.00000 494016.00| 42.00000 432264.00| 49.00000 504308.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0050 402-07453 1904.000 TON | 61.60000 117286.40| 50.00000 95200.00| 50.00000 95200.00 HMA FOR TEMPORARY PAVEMENT | | | 0051 406-05520 122.000 TON | 450.00000 54900.00| 460.00000 56120.00| 495.00000 60390.00 ASPHALT FOR TACK COAT | | | 0052 601-01522 20.000 EACH | 1850.00000 37000.00| 1789.65000 35793.00| 2100.00000 42000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 16.000 EACH | 2440.00000 39040.00| 2294.05000 36704.80| 2450.00000 39200.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 2323.000 LFT | 17.50000 40652.50| 16.88000 39212.24| 18.00000 41814.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0055 602-06729 44.000 EACH | 12.00000 528.00| 8.90000 391.60| 9.00000 396.00 BARRIER DELINEATOR | | | 0056 603-04622 1.000 EACH | 750.00000 750.00| 732.00000 732.00| 1500.00000 1500.00 FENCE GATE, FARM FIELD, 47 IN X 32FT | | | 0057 603-06040 38385.000 LFT | 5.00000 191925.00| 4.85000 186167.25| 5.50000 211117.50 FENCE, FARM FIELD, 47 IN | | | 0058 603-09066 220.000 LFT | 28.00000 6160.00| 33.50000 7370.00| 85.00000 18700.00 FENCE, CHAIN LINK, PVC COATED, 72 IN | | | 0059 605-06120 609.000 LFT | 13.00000 7917.00| 18.00000 10962.00| 14.00000 8526.00 CURB, CONCRETE | | | 0060 605-06145 300.000 LFT | 14.00000 4200.00| 22.00000 6600.00| 18.00000 5400.00 CURB AND GUTTER, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -14 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 606-07484 38200.000 LFT | 0.15000 5730.00| 0.32000 12224.00| 0.40000 15280.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0064 609-06259 1416.000 SYS | 75.00000 106200.00| 73.37000 103891.92| 72.00000 101952.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0065 610-07486 306.000 TON | 77.00000 23562.00| 76.00000 23256.00| 85.00000 26010.00 HMA FOR APPROACHES, TYPE A | | | 0066 610-07487 583.000 TON | 69.00000 40227.00| 76.00000 44308.00| 75.00000 43725.00 HMA FOR APPROACHES, TYPE B | | | 0067 615-06490 75.000 EACH | 150.00000 11250.00| 115.00000 8625.00| 118.00000 8850.00 RIGHT OF WAY MARKER | | | 0068 615-06505 29.000 EACH | 570.00000 16530.00| 567.45000 16456.05| 650.00000 18850.00 MONUMENT, B | | | 0069 615-06510 21.000 EACH | 400.00000 8400.00| 383.15000 8046.15| 550.00000 11550.00 MONUMENT, C | | | 0070 615-06530 5.000 EACH | 835.00000 4175.00| 690.00000 3450.00| 720.00000 3600.00 BENCH MARK POST | | | 0071 616-02320 42515.000 SYS | 1.50000 63772.50| 1.67000 71000.05| 1.85000 78652.75 GEOTEXTILES | | | 0072 616-06405 31349.400 TON | 18.00000 564289.20| 17.17000 538269.20| 20.00000 626988.00 RIPRAP, REVETMENT | | | 0073 616-06451 54.000 TON | 20.00000 1080.00| 37.00000 1998.00| 34.00000 1836.00 RIPRAP, UNIFORM | | | 0074 616-07266 915.000 LFT | 32.70000 29920.50| 32.70000 29920.50| 28.00000 25620.00 COIR ROLL , BIOLOG | | | 0075 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 850.00000 3400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-02770 5372.000 SYS | 0.70000 3760.40| 0.70000 3760.40| 1.25000 6715.00 EROSION CONTROL BLANKET | | | 0077 621-06545 30.000 TON | 500.00000 15000.00| 500.00000 15000.00| 550.00000 16500.00 FERTILIZER | | | 0078 621-06554 11165.000 LBS | 3.00000 33495.00| 3.00000 33495.00| 3.20000 35728.00 SEED MIXTURE, U | | | 0079 621-06565 149.000 TON | 375.00000 55875.00| 375.00000 55875.00| 420.00000 62580.00 MULCHING MATERIAL | | | 0080 621-06567 130.000 kGAL | 1.00000 130.00| 1.00000 130.00| 1.00000 130.00 WATER | | | 0081 621-06574 17658.000 SYS | 2.60000 45910.80| 3.65000 64451.70| 3.50000 61803.00 SODDING | | | 0082 621-06575 12882.000 SYS | 2.60000 33493.20| 3.65000 47019.30| 3.50000 45087.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -15 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-08161 129.600 SYS | 5.00000 648.00| 5.00000 648.00| 5.00000 648.00 PERMANENT TURF REINFORCEMENT MAT | | | 0085 628-09403 24.000 MOS | 1300.00000 31200.00| 1804.23000 43301.52| 1315.00000 31560.00 FIELD OFFICE, C | | | 0086 628-09407 72.000 MOS | 75.00000 5400.00| 90.62000 6524.64| 75.00000 5400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0087 701-06011 5.000 EACH | 1000.00000 5000.00| 649.84000 3249.20| 600.00000 3000.00 DYNAMIC PILE LOAD TEST | | | 0088 701-09557 198.000 LFT | 60.00000 11880.00| 38.62000 7646.76| 42.00000 8316.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0089 701-09559 5.000 EACH | 500.00000 2500.00| 1681.61000 8408.05| 600.00000 3000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0090 701-09739 42.000 EACH | 88.00000 3696.00| 83.25000 3496.50| 105.00000 4410.00 PILE SHOE, HP 12 X 53 | | | 0091 701-51195 1259.600 LFT | 63.00000 79354.80| 49.67000 62564.33| 55.00000 69278.00 PILE, STEEL H, HP 12 IN X 53 | | | 0092 702-51005 238.000 CYS | 600.00000 142800.00| 687.24000 163563.12| 695.00000 165410.00 CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 179.500 CYS | 430.00000 77185.00| 420.22000 75429.49| 350.00000 62825.00 CONCRETE, B, FOOTINGS | | | 0094 702-51100 228.000 LBS | 2.75000 627.00| 9.19000 2095.32| 6.00000 1368.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0095 702-51110 644.000 LBS | 2.75000 1771.00| 7.42000 4778.48| 2.50000 1610.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-92857 191.900 CYS | 575.00000 110342.50| 451.15000 86575.69| 498.00000 95566.20 CONCRETE, C, SUBSTRUCTURE | | | 0097 703-06028 47325.000 LBS | 0.85000 40226.25| 0.90000 42592.50| 1.00000 47325.00 REINFORCING BARS | | | 0098 703-06029 432316.000 LBS | 0.92000 397730.72| 0.96000 415023.36| 1.00000 432316.00 REINFORCING BARS, EPOXY COATED | | | 0099 704-51002 1276.200 CYS | 436.00000 556423.20| 497.14000 634450.07| 364.00000 464536.80 CONCRETE, C, SUPERSTRUCTURE | | | 0100 706-05732 20.000 EACH | 1250.00000 25000.00| 1250.00000 25000.00| 1250.00000 25000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-51025 1297.200 LFT | 23.00000 29835.60| 21.00000 27241.20| 22.00000 28538.40 CONCRETE, C, RAILING | | | 0102 707-05984 1266.000 LFT | 195.00000 246870.00| 206.30000 261175.80| 215.00000 272190.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | 0103 707-08476 2121.200 LFT | 250.00000 530300.00| 262.94000 557748.33| 325.00000 689390.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -16 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 709-51821 LUMP | 6500.00000 6500.00| 6500.00000 6500.00| 9067.00000 9067.00 SURFACE SEAL , STR 060-88-08632 | | | 0105 709-51821 LUMP | 3500.00000 3500.00| 3500.00000 3500.00| 4800.00000 4800.00 SURFACE SEAL , STR 060-88-08633 | | | 0106 709-51821 LUMP | 2300.00000 2300.00| 2300.00000 2300.00| 3210.00000 3210.00 SURFACE SEAL , STR 135-88-08878 | | | 0107 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2780.00000 2780.00 SURFACE SEAL , STR NO 060-88-08879 | | | 0108 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2790.00000 2790.00 SURFACE SEAL , STR NO 060-88-08880 | | | 0109 714-03028 89.000 LFT | 450.00000 40050.00| 517.88000 46091.32| 882.00000 78498.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT | | | 0111 714-07259 128.000 LFT | 750.00000 96000.00| 926.33000 118570.24| 1095.00000 140160.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | SECTION 14 FT X 6 FT | | | 0112 714-26703 168.000 LFT | 250.00000 42000.00| 366.94000 61645.92| 450.00000 75600.00 STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | | X 4FT | | | 0113 714-26726 100.000 LFT | 780.00000 78000.00| 908.47000 90847.00| 985.00000 98500.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 8FT | | | 0114 715-05019 432.000 LFT | 55.00000 23760.00| 83.88000 36236.16| 90.00000 38880.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0115 715-05048 39564.000 LFT | 1.85000 73193.40| 1.71000 67654.44| 2.40000 94953.60 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0116 715-05053 2831.000 LFT | 11.50000 32556.50| 21.56000 61036.36| 17.00000 48127.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0117 715-05123 153.000 LFT | 55.00000 8415.00| 71.33000 10913.49| 90.00000 13770.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0118 715-05128 133.000 LFT | 120.00000 15960.00| 150.38000 20000.54| 197.00000 26201.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0120 715-05147 100.000 LFT | 8.00000 800.00| 16.56000 1656.00| 13.00000 1300.00 PIPE, TYPE 2, CIRCULAR, 8 IN | | | 0121 715-05148 100.000 LFT | 9.00000 900.00| 17.69000 1769.00| 14.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 10 IN | | | 0122 715-05149 100.000 LFT | 10.00000 1000.00| 18.34000 1834.00| 15.00000 1500.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0123 715-05151 508.000 LFT | 21.00000 10668.00| 32.70000 16611.60| 41.00000 20828.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0124 715-05169 530.000 LFT | 21.00000 11130.00| 31.67000 16785.10| 45.00000 23850.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -17 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 715-05171 82.000 LFT | 23.00000 1886.00| 25.14000 2061.48| 89.00000 7298.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0126 715-05173 80.000 LFT | 37.00000 2960.00| 57.73000 4618.40| 114.00000 9120.00 PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0127 715-05407 573.000 LFT | 16.00000 9168.00| 4.09000 2343.57| 12.00000 6876.00 PIPE, END BENT DRAIN, 6 IN | | | 0129 715-06004 6.000 EACH | 1400.00000 8400.00| 1284.47000 7706.82| 1988.00000 11928.00 CONCRETE ANCHOR, 48 IN | | | 0130 715-46005 24.000 EACH | 330.00000 7920.00| 315.27000 7566.48| 495.00000 11880.00 PIPE END SECTION, 15 IN | | | 0131 715-46010 2.000 EACH | 375.00000 750.00| 346.89000 693.78| 510.00000 1020.00 PIPE END SECTION, 18 IN | | | 0132 715-46020 10.000 EACH | 415.00000 4150.00| 439.48000 4394.80| 625.00000 6250.00 PIPE END SECTION, 24 IN | | | 0133 715-46040 4.000 EACH | 800.00000 3200.00| 655.74000 2622.96| 985.00000 3940.00 PIPE END SECTION, 36 IN | | | 0134 718-06528 100.000 EACH | 385.00000 38500.00| 441.62000 44162.00| 575.00000 57500.00 OUTLET PROTECTOR, 1 | | | 0135 718-06532 6500.000 LFT | 0.80000 5200.00| 0.86000 5590.00| 0.85000 5525.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0136 718-52610 3561.000 CYS | 25.00000 89025.00| 24.98000 88953.78| 26.00000 92586.00 AGGREGATE FOR UNDERDRAINS | | | 0137 718-99153 27299.000 SYS | 0.75000 20474.25| 1.00000 27299.00| 1.00000 27299.00 GEOTEXTILES FOR UNDERDRAIN | | | 0138 720-45030 2.000 EACH | 950.00000 1900.00| 982.40000 1964.80| 1300.00000 2600.00 INLET, E7 | | | 0139 720-45035 1.000 EACH | 1050.00000 1050.00| 1056.93000 1056.93| 1400.00000 1400.00 INLET, F7 | | | 0140 723-06660 8113.500 SFT | 70.00000 567945.00| 47.01000 381415.64| 48.00000 389448.00 WINGWALL | | | 0141 723-06919 170.000 LFT | 1900.00000 323000.00| 2039.96000 346793.20| 2189.00000 372130.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 120 IN | | | 0142 723-06927 24.000 LFT | 1500.00000 36000.00| 1961.35000 47072.40| 1743.00000 41832.00 STRUCTURE, PRECAST THREE-SIDED, , 120" | | | X 72" | | | 0143 723-06927 72.000 LFT | 3500.00000 252000.00| 3287.12000 236672.64| 4439.00000 319608.00 STRUCTURE, PRECAST THREE-SIDED, , 360" | | | X 204" | | | 0144 723-08060 196.000 LFT | 1365.00000 267540.00| 2758.18000 540603.28| 1755.00000 343980.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -18 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 724-51925 63.300 LFT | 200.00000 12660.00| 166.34000 10529.32| 290.00000 18357.00 STRUCTURAL EXPANSION JOINT, SS | | | 0146 731-93945 33390.000 SFT | 13.25000 442417.50| 14.45000 482485.50| 16.00000 534240.00 FACE PANELS, CONCRETE | | | 0147 731-93946 33390.000 SFT | 8.50000 283815.00| 6.56000 219038.40| 6.50000 217035.00 WALL ERECTION | | | 0148 731-93947 1606.000 LFT | 20.00000 32120.00| 23.80000 38222.80| 21.00000 33726.00 LEVELING PAD, CONCRETE | | | 0149 801-03290 8.000 EACH | 225.00000 1800.00| 275.00000 2200.00| 285.00000 2280.00 CONSTRUCTION SIGN, C | | | 0150 801-04308 8.000 EACH | 225.00000 1800.00| 295.00000 2360.00| 300.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0151 801-06207 55885.000 LFT | 1.00000 55885.00| 0.90000 50296.50| 0.90000 50296.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0152 801-06640 50.000 EACH | 185.00000 9250.00| 175.00000 8750.00| 185.00000 9250.00 CONSTRUCTION SIGN, A | | | 0153 801-06645 5.000 EACH | 90.00000 450.00| 60.00000 300.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0154 801-06775 LUMP | 75000.00000 75000.00| 104320.28000 104320.28| 60922.00000 60922.00 MAINTAINING TRAFFIC | | | 0155 801-07118 384.000 LFT | 16.00000 6144.00| 20.85000 8006.40| 21.00000 8064.00 BARRICADE, III-A | | | 0156 802-05701 321.500 LFT | 15.00000 4822.50| 15.06000 4841.79| 16.00000 5144.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-05702 95.000 LFT | 13.20000 1254.00| 12.60000 1197.00| 13.00000 1235.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0158 802-05703 95.000 LFT | 20.00000 1900.00| 15.67000 1488.65| 16.00000 1520.00 SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0159 802-09838 32.000 SFT | 18.40000 588.80| 17.90000 572.80| 18.00000 576.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0160 802-09840 189.580 SFT | 15.00000 2843.70| 19.90000 3772.64| 21.00000 3981.18 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0161 802-09842 92.210 SFT | 14.40000 1327.82| 21.90000 2019.40| 22.00000 2028.62 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0162 808-06701 40.000 LFT | 26.00000 1040.00| 0.59000 23.60| 0.40000 16.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -19 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1385672 |( 6 ) 35-1357381 |CRIDER & CRIDER INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 808-06703 68301.000 LFT | 0.35000 23905.35| 0.38000 25954.38| 0.40000 27320.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0164 808-10033 1798.000 LFT | 0.95000 1708.10| 0.45000 809.10| 1.50000 2697.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0165 808-10034 1441.000 LFT | 0.95000 1368.95| 0.45000 648.45| 1.50000 2161.50 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0166 808-10036 100.000 LFT | 0.95000 95.00| 0.45000 45.00| 1.50000 150.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0167 808-75240 1559.000 LFT | 0.34000 530.06| 0.59000 919.81| 0.40000 623.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0168 808-75245 61466.000 LFT | 0.34000 20898.44| 0.38000 23357.08| 0.40000 24586.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0169 808-75290 894.000 LFT | 3.50000 3129.00| 4.90000 4380.60| 7.00000 6258.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0170 808-75297 207.000 LFT | 6.20000 1283.40| 4.85000 1003.95| 7.00000 1449.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0171 808-75320 38.000 EACH | 95.00000 3610.00| 90.00000 3420.00| 90.00000 3420.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0172 808-75325 35.000 EACH | 115.00000 4025.00| 120.00000 4200.00| 110.00000 3850.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0173 808-75994 964.000 EACH | 0.25000 241.00| 0.10000 96.40| 0.10000 96.40 PRISMATIC REFLECTOR | | | 0174 808-75998 964.000 EACH | 15.00000 14460.00| 12.49000 12040.36| 14.00000 13496.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0175 808-99176 796.000 LFT | 3.50000 2786.00| 4.90000 3900.40| 7.00000 5572.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN | | | 0176 714-26708 237.000 LFT | 300.00000 71100.00| 287.15000 68054.55| 495.00000 117315.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0177 621-06557 16110.000 LBS | 0.50000 8055.00| 1.00000 16110.00| 1.20000 19332.00 SEED MIXTURE, T | | | 0178 202-03135 315.000 SFT | 11.00000 3465.00| 10.16000 3200.40| 12.00000 3780.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0179 205-09543 200.000 TON | 15.00000 3000.00| 25.00000 5000.00| 20.00000 4000.00 NO 2 STONE | | | SECTION TOTALS | $ 16,971,034.79| $ 17,882,074.85| $ 18,347,595.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,971,034.79| $ 17,882,074.85| $ 18,347,595.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -20 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 68750.00000 68750.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 350.00000 2100.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 180.000 MOS | 75.00000 13500.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 948428.22000 948428.22| | MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 203300.00000 203300.00| | CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 11600.00000 11600.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 24 | | | 0016 202-03000 LUMP | 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 29 | | | 0017 202-03000 LUMP | 16000.00000 16000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 44 | | | 0018 202-96133 573.000 LFT | 8.00000 4584.00| | PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -21 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 462553.000 CYS | 4.16000 1924220.48| | EXCAVATION, COMMON | | | 0020 203-02010 53393.000 CYS | 12.25000 654064.25| | EXCAVATION, ROCK | | | 0021 203-02070 65946.000 CYS | 2.55000 168162.30| | BORROW | | | 0022 203-51223 4580.000 CYS | 5.75000 26335.00| | EXCAVATION, WATERWAY | | | 0023 205-06931 3062.000 TON | 31.60000 96759.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 3.000 EACH | 100.00000 300.00| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 436.000 TON | 31.60000 13777.60| | TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1030.000 LFT | 1.20000 1236.00| | TEMPORARY SILT FENCE | | | 0027 205-09887 1250.000 LFT | 25.00000 31250.00| | SANDBAG | | | 0028 206-51215 227.000 CYS | 100.00000 22700.00| | EXCAVATION, X | | | 0029 206-51230 245.000 CYS | 75.00000 18375.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08263 161102.000 SYS | 3.15000 507471.30| | SUBGRADE TREATMENT, TYPE IA | | | 0031 207-08267 2641.000 SYS | 8.80000 23240.80| | SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-06467 415.000 CYS | 65.00000 26975.00| | AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09194 9315.000 TON | 20.00000 186300.00| | B BORROW | | | 0034 211-09264 629.000 CYS | 20.00000 12580.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0035 211-09265 6722.500 CYS | 50.00000 336125.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0036 211-09266 22415.000 CYS | 36.00000 806940.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0037 301-07448 41988.000 TON | 17.00000 713796.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 302-07455 254.000 CYS | 60.00000 15240.00| | DENSE GRADED SUBBASE | | | 0039 303-01180 41.000 TON | 35.00000 1435.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -22 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 304-07490 6.000 TON | 1000.00000 6000.00| | HMA PATCHING, TYPE B | | | 0041 304-07494 100.000 TON | 96.00000 9600.00| | WIDENING WITH HMA, TYPE C | | | 0042 306-08034 22265.000 SYS | 1.41000 31393.65| | MILLING, ASPHALT, 1 1/2 IN | | | 0043 401-06264 LUMP | 8300.00000 8300.00| | PROFILOGRAPH, HMA | | | 0044 401-07320 4564.000 TON | 54.00000 246456.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0045 401-07334 10320.000 TON | 68.00000 701760.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0046 401-07403 14138.000 TON | 54.00000 763452.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0047 401-07422 8756.000 TON | 48.00000 420288.00| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0048 401-07424 33931.000 TON | 48.00000 1628688.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0049 401-07429 10292.000 TON | 42.00000 432264.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0050 402-07453 1904.000 TON | 50.00000 95200.00| | HMA FOR TEMPORARY PAVEMENT | | | 0051 406-05520 122.000 TON | 460.00000 56120.00| | ASPHALT FOR TACK COAT | | | 0052 601-01522 20.000 EACH | 2090.00000 41800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 16.000 EACH | 2395.00000 38320.00| | GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 2323.000 LFT | 17.35000 40304.05| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0055 602-06729 44.000 EACH | 10.00000 440.00| | BARRIER DELINEATOR | | | 0056 603-04622 1.000 EACH | 1280.00000 1280.00| | FENCE GATE, FARM FIELD, 47 IN X 32FT | | | 0057 603-06040 38385.000 LFT | 5.00000 191925.00| | FENCE, FARM FIELD, 47 IN | | | 0058 603-09066 220.000 LFT | 23.00000 5060.00| | FENCE, CHAIN LINK, PVC COATED, 72 IN | | | 0059 605-06120 609.000 LFT | 22.00000 13398.00| | CURB, CONCRETE | | | 0060 605-06145 300.000 LFT | 25.00000 7500.00| | CURB AND GUTTER, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -23 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 606-07484 38200.000 LFT | 0.12000 4584.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0064 609-06259 1416.000 SYS | 75.00000 106200.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0065 610-07486 306.000 TON | 76.00000 23256.00| | HMA FOR APPROACHES, TYPE A | | | 0066 610-07487 583.000 TON | 76.00000 44308.00| | HMA FOR APPROACHES, TYPE B | | | 0067 615-06490 75.000 EACH | 115.00000 8625.00| | RIGHT OF WAY MARKER | | | 0068 615-06505 29.000 EACH | 645.00000 18705.00| | MONUMENT, B | | | 0069 615-06510 21.000 EACH | 545.00000 11445.00| | MONUMENT, C | | | 0070 615-06530 5.000 EACH | 690.00000 3450.00| | BENCH MARK POST | | | 0071 616-02320 42515.000 SYS | 1.80000 76527.00| | GEOTEXTILES | | | 0072 616-06405 31349.400 TON | 18.00000 564289.20| | RIPRAP, REVETMENT | | | 0073 616-06451 54.000 TON | 37.00000 1998.00| | RIPRAP, UNIFORM | | | 0074 616-07266 915.000 LFT | 32.70000 29920.50| | COIR ROLL , BIOLOG | | | 0075 621-01004 4.000 EACH | 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-02770 5372.000 SYS | 0.70000 3760.40| | EROSION CONTROL BLANKET | | | 0077 621-06545 30.000 TON | 500.00000 15000.00| | FERTILIZER | | | 0078 621-06554 11165.000 LBS | 3.00000 33495.00| | SEED MIXTURE, U | | | 0079 621-06565 149.000 TON | 375.00000 55875.00| | MULCHING MATERIAL | | | 0080 621-06567 130.000 kGAL | 1.00000 130.00| | WATER | | | 0081 621-06574 17658.000 SYS | 3.65000 64451.70| | SODDING | | | 0082 621-06575 12882.000 SYS | 3.65000 47019.30| | SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -24 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-08161 129.600 SYS | 5.00000 648.00| | PERMANENT TURF REINFORCEMENT MAT | | | 0085 628-09403 24.000 MOS | 3000.00000 72000.00| | FIELD OFFICE, C | | | 0086 628-09407 72.000 MOS | 250.00000 18000.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0087 701-06011 5.000 EACH | 500.00000 2500.00| | DYNAMIC PILE LOAD TEST | | | 0088 701-09557 198.000 LFT | 40.00000 7920.00| | TEST PILE, DYNAMIC, PRODUCTION | | | 0089 701-09559 5.000 EACH | 1000.00000 5000.00| | TEST PILE, DYNAMIC, RESTRIKE | | | 0090 701-09739 42.000 EACH | 150.00000 6300.00| | PILE SHOE, HP 12 X 53 | | | 0091 701-51195 1259.600 LFT | 40.00000 50384.00| | PILE, STEEL H, HP 12 IN X 53 | | | 0092 702-51005 238.000 CYS | 525.00000 124950.00| | CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 179.500 CYS | 360.00000 64620.00| | CONCRETE, B, FOOTINGS | | | 0094 702-51100 228.000 LBS | 7.00000 1596.00| | DRAIN PIPE, CAST IRON, 6 IN | | | 0095 702-51110 644.000 LBS | 6.00000 3864.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-92857 191.900 CYS | 430.00000 82517.00| | CONCRETE, C, SUBSTRUCTURE | | | 0097 703-06028 47325.000 LBS | 1.00000 47325.00| | REINFORCING BARS | | | 0098 703-06029 432316.000 LBS | 1.10000 475547.60| | REINFORCING BARS, EPOXY COATED | | | 0099 704-51002 1276.200 CYS | 550.00000 701910.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0100 706-05732 20.000 EACH | 1330.00000 26600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-51025 1297.200 LFT | 24.00000 31132.80| | CONCRETE, C, RAILING | | | 0102 707-05984 1266.000 LFT | 526.00000 665916.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | 0103 707-08476 2121.200 LFT | 142.00000 301210.40| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -25 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 709-51821 LUMP | 9067.00000 9067.00| | SURFACE SEAL , STR 060-88-08632 | | | 0105 709-51821 LUMP | 4799.00000 4799.00| | SURFACE SEAL , STR 060-88-08633 | | | 0106 709-51821 LUMP | 3291.00000 3291.00| | SURFACE SEAL , STR 135-88-08878 | | | 0107 709-51821 LUMP | 2780.00000 2780.00| | SURFACE SEAL , STR NO 060-88-08879 | | | 0108 709-51821 LUMP | 2791.00000 2791.00| | SURFACE SEAL , STR NO 060-88-08880 | | | 0109 714-03028 89.000 LFT | 650.00000 57850.00| | STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT | | | 0111 714-07259 128.000 LFT | 760.00000 97280.00| | STRUCTURE, PRECAST, REINFORCED CONCRETE | | | SECTION 14 FT X 6 FT | | | 0112 714-26703 168.000 LFT | 245.00000 41160.00| | STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | | X 4FT | | | 0113 714-26726 100.000 LFT | 825.00000 82500.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 8FT | | | 0114 715-05019 432.000 LFT | 85.00000 36720.00| | PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0115 715-05048 39564.000 LFT | 2.80000 110779.20| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0116 715-05053 2831.000 LFT | 17.00000 48127.00| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0117 715-05123 153.000 LFT | 82.00000 12546.00| | PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0118 715-05128 133.000 LFT | 188.00000 25004.00| | PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0120 715-05147 100.000 LFT | 21.00000 2100.00| | PIPE, TYPE 2, CIRCULAR, 8 IN | | | 0121 715-05148 100.000 LFT | 22.00000 2200.00| | PIPE, TYPE 2, CIRCULAR, 10 IN | | | 0122 715-05149 100.000 LFT | 23.00000 2300.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0123 715-05151 508.000 LFT | 48.00000 24384.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0124 715-05169 530.000 LFT | 34.00000 18020.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -26 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 715-05171 82.000 LFT | 29.00000 2378.00| | PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0126 715-05173 80.000 LFT | 47.00000 3760.00| | PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0127 715-05407 573.000 LFT | 15.00000 8595.00| | PIPE, END BENT DRAIN, 6 IN | | | 0129 715-06004 6.000 EACH | 1450.00000 8700.00| | CONCRETE ANCHOR, 48 IN | | | 0130 715-46005 24.000 EACH | 430.00000 10320.00| | PIPE END SECTION, 15 IN | | | 0131 715-46010 2.000 EACH | 400.00000 800.00| | PIPE END SECTION, 18 IN | | | 0132 715-46020 10.000 EACH | 885.00000 8850.00| | PIPE END SECTION, 24 IN | | | 0133 715-46040 4.000 EACH | 1200.00000 4800.00| | PIPE END SECTION, 36 IN | | | 0134 718-06528 100.000 EACH | 550.00000 55000.00| | OUTLET PROTECTOR, 1 | | | 0135 718-06532 6500.000 LFT | 0.85000 5525.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0136 718-52610 3561.000 CYS | 31.00000 110391.00| | AGGREGATE FOR UNDERDRAINS | | | 0137 718-99153 27299.000 SYS | 1.15000 31393.85| | GEOTEXTILES FOR UNDERDRAIN | | | 0138 720-45030 2.000 EACH | 1800.00000 3600.00| | INLET, E7 | | | 0139 720-45035 1.000 EACH | 1850.00000 1850.00| | INLET, F7 | | | 0140 723-06660 8113.500 SFT | 71.00000 576058.50| | WINGWALL | | | 0141 723-06919 170.000 LFT | 2150.00000 365500.00| | STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 120 IN | | | 0142 723-06927 24.000 LFT | 1510.00000 36240.00| | STRUCTURE, PRECAST THREE-SIDED, , 120" | | | X 72" | | | 0143 723-06927 72.000 LFT | 4800.00000 345600.00| | STRUCTURE, PRECAST THREE-SIDED, , 360" | | | X 204" | | | 0144 723-08060 196.000 LFT | 1928.00000 377888.00| | STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -27 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 724-51925 63.300 LFT | 150.00000 9495.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0146 731-93945 33390.000 SFT | 13.70000 457443.00| | FACE PANELS, CONCRETE | | | 0147 731-93946 33390.000 SFT | 5.00000 166950.00| | WALL ERECTION | | | 0148 731-93947 1606.000 LFT | 32.00000 51392.00| | LEVELING PAD, CONCRETE | | | 0149 801-03290 8.000 EACH | 275.00000 2200.00| | CONSTRUCTION SIGN, C | | | 0150 801-04308 8.000 EACH | 295.00000 2360.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0151 801-06207 55885.000 LFT | 0.90000 50296.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0152 801-06640 50.000 EACH | 175.00000 8750.00| | CONSTRUCTION SIGN, A | | | 0153 801-06645 5.000 EACH | 60.00000 300.00| | CONSTRUCTION SIGN, B | | | 0154 801-06775 LUMP | 42000.00000 42000.00| | MAINTAINING TRAFFIC | | | 0155 801-07118 384.000 LFT | 20.85000 8006.40| | BARRICADE, III-A | | | 0156 802-05701 321.500 LFT | 15.06000 4841.79| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-05702 95.000 LFT | 12.60000 1197.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0158 802-05703 95.000 LFT | 15.67000 1488.65| | SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0159 802-09838 32.000 SFT | 17.90000 572.80| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0160 802-09840 189.580 SFT | 19.90000 3772.64| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0161 802-09842 92.210 SFT | 21.90000 2019.40| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0162 808-06701 40.000 LFT | 15.06000 602.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -28 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-28933-A COUNTIES : WASHINGTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 808-06703 68301.000 LFT | 0.38000 25954.38| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0164 808-10033 1798.000 LFT | 1.50000 2697.00| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0165 808-10034 1441.000 LFT | 1.50000 2161.50| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0166 808-10036 100.000 LFT | 1.50000 150.00| | LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0167 808-75240 1559.000 LFT | 0.38000 592.42| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0168 808-75245 61466.000 LFT | 0.38000 23357.08| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0169 808-75290 894.000 LFT | 6.50000 5811.00| | TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0170 808-75297 207.000 LFT | 6.50000 1345.50| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0171 808-75320 38.000 EACH | 89.00000 3382.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0172 808-75325 35.000 EACH | 110.00000 3850.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0173 808-75994 964.000 EACH | 0.10000 96.40| | PRISMATIC REFLECTOR | | | 0174 808-75998 964.000 EACH | 13.88000 13380.32| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0175 808-99176 796.000 LFT | 6.50000 5174.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN | | | 0176 714-26708 237.000 LFT | 380.00000 90060.00| | STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0177 621-06557 16110.000 LBS | 1.00000 16110.00| | SEED MIXTURE, T | | | 0178 202-03135 315.000 SFT | 15.00000 4725.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0179 205-09543 200.000 TON | 25.00000 5000.00| | NO 2 STONE | | | SECTION TOTALS | $ 18,968,564.48| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,968,564.48| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : NEW INTERCHANGE CONSTRUCTION COMPLETION DATE : 10/31/12 LOCATION : ON US 31 AT SR 38 PROJECT(S) : 0600424 0710294 0710295 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTRUCTION COMPANY $ 17,226,564.59 87.8796% 2 35-1128289 BEATY CONSTRUCTION INC $ 17,358,763.27 88.5540% 3 35-1917625 MILESTONE CONTRACTORS LP $ 19,602,461.39 100.0000% 4 35-1875662 CRIDER & CRIDER INC $ 19,765,498.38 100.8317% 5 35-1139301 E & B PAVING INC $ 20,115,128.58 102.6153% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 20,563,052.06 104.9004% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -2 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION HMA | | | 0001 301-07448 9362.000 TON | 0.00000 0.00| 0.00000 0.00| 13.00000 121706.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0002 303-01180 11584.000 TON | 0.00000 0.00| 0.00000 0.00| 16.00000 185344.00 COMPACTED AGGREGATE, NO. 53 | | | 0003 401-06264 LUMP | 0.00000 0.00| 0.00000 0.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0004 401-07320 560.000 TON | 0.00000 0.00| 0.00000 0.00| 70.00000 39200.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0005 401-07335 5059.000 TON | 0.00000 0.00| 0.00000 0.00| 69.00000 349071.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0006 401-07404 8411.000 TON | 0.00000 0.00| 0.00000 0.00| 46.00000 386906.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0007 401-07406 1672.000 TON | 0.00000 0.00| 0.00000 0.00| 46.00000 76912.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0008 401-07429 8411.000 TON | 0.00000 0.00| 0.00000 0.00| 47.00000 395317.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0009 401-08364 20111.000 TON | 0.00000 0.00| 0.00000 0.00| 42.00000 844662.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0010 406-05520 79.000 TON | 0.00000 0.00| 0.00000 0.00| 420.00000 33180.00 ASPHALT FOR TACK COAT | | | 0011 503-05240 793.000 LFT | 0.00000 0.00| 0.00000 0.00| 13.50000 10705.50 D-1 CONTRACTION JOINT | | | 0012 808-04767 77.000 LFT | 0.00000 0.00| 0.00000 0.00| 20.00000 1540.00 LINE , MULTI-COMP, DOTTED, WHITE, 4 IN, | | | 0013 808-04767 357.000 LFT | 0.00000 0.00| 0.00000 0.00| 0.10000 35.70 LINE , PAINT, DOTTED, WHITE, 4 IN, 3 FT | | | LINE, | | | 0014 808-06711 2938.000 LFT | 0.00000 0.00| 0.00000 0.00| 0.05000 146.90 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0015 808-06713 26994.000 LFT | 0.00000 0.00| 0.00000 0.00| 0.05000 1349.70 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0016 808-06714 31639.000 LFT | 0.00000 0.00| 0.00000 0.00| 0.05000 1581.95 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0017 808-06723 15.000 EACH | 0.00000 0.00| 0.00000 0.00| 15.00000 225.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0018 808-06724 5.000 EACH | 0.00000 0.00| 0.00000 0.00| 20.00000 100.00 PAVEMENT MESSAGE MARKING, PAINT, ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -3 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 808-06726 224.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.50000 336.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0020 808-10031 152.000 LFT | 0.00000 0.00| 0.00000 0.00| 2.00000 304.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0021 808-10033 608.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.00000 608.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0022 808-10034 608.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.00000 608.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0023 808-75008 4205.000 LFT | 0.00000 0.00| 0.00000 0.00| 0.10000 420.50 LINE, PAINT, SOLID, WHITE, 8 IN | | | 0024 808-75060 136.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.00000 136.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0025 808-75072 344.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.00000 344.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 24" | | | 0026 808-75090 1033.000 LFT | 0.00000 0.00| 0.00000 0.00| 1.00000 1033.00 TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24" | | | 0292 207-08263 111049.000 SYS | 0.00000 0.00| 0.00000 0.00| 4.00000 444196.00 SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 2,899,968.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMON ITEMS | | | 0053 105-06845 LUMP | 1055459.15000 1055459.15| 125000.00000 125000.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0054 105-08520 8.000 EACH | 150.00000 1200.00| 160.00000 1280.00| 150.00000 1200.00 CELLULAR TELEPHONE/RADIO | | | 0055 105-08521 240.000 MOS | 100.00000 24000.00| 100.00000 24000.00| 75.00000 18000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0056 105-09645 LUMP | 25000.00000 25000.00| 17500.00000 17500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0057 110-01001 LUMP | 1036000.00000 1036000.00| 1045750.00000 1045750.00| 800000.00000 800000.00 MOBILIZATION AND DEMOBILIZATION | | | 0058 201-52370 LUMP | 414000.00000 414000.00| 418695.00000 418695.00| 335400.00000 335400.00 CLEARING RIGHT OF WAY | | | 0059 202-02240 44953.000 SYS | 6.04000 271516.12| 4.00000 179812.00| 7.00000 314671.00 PAVEMENT REMOVAL | | | 0060 202-02272 1551.000 LFT | 5.29000 8204.79| 6.00000 9306.00| 5.25000 8142.75 PAVED SIDE DITCH, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -4 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 202-03000 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 16500.00000 16500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 409 | | | 0064 202-03000 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 16200.00000 16200.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 411 | | | 0065 202-03000 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 413 | | | 0066 202-03000 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 11100.00000 11100.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 415 | | | 0067 202-03783 4.000 EACH | 239.00000 956.00| 250.00000 1000.00| 239.00000 956.00 SIGN, PANEL, REMOVE | | | 0068 202-04089 59.000 EACH | 36.00000 2124.00| 40.00000 2360.00| 36.00000 2124.00 SIGN, SHEET, REMOVE | | | 0070 202-91385 19.000 EACH | 367.57000 6983.83| 400.00000 7600.00| 365.00000 6935.00 INLET, REMOVE | | | 0071 202-96133 1332.000 LFT | 17.12000 22803.84| 18.00000 23976.00| 17.00000 22644.00 PIPE, REMOVE | | | 0072 203-02000 416156.000 CYS | 4.12000 1714562.72| 4.25000 1768663.00| 3.15000 1310891.40 EXCAVATION, COMMON | | | 0073 203-02020 16839.000 CYS | 3.17000 53379.63| 3.25000 54726.75| 3.15000 53042.85 EXCAVATION, UNCLASSIFIED | | | 0074 203-02070 10528.000 CYS | 12.25000 128968.00| 9.50000 100016.00| 17.75000 186872.00 BORROW | | | 0075 203-08279 14157.000 CYS | 73.63000 1042379.91| 72.50000 1026382.50| 75.00000 1061775.00 EXPANDED POLYSTYRENE FILL | | | 0076 203-10012 9450.000 LFT | 17.38000 164241.00| 20.00000 189000.00| 25.00000 236250.00 AGGREGATE COLUMNS , 30 INCH | | | 0077 205-03371 100.000 CYS | 26.18000 2618.00| 27.00000 2700.00| 26.00000 2600.00 SEDIMENT, REMOVE | | | 0078 205-06931 412.000 TON | 26.18000 10786.16| 27.00000 11124.00| 26.00000 10712.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0079 205-06933 28.000 EACH | 100.00000 2800.00| 90.00000 2520.00| 100.00000 2800.00 TEMPORARY DITCH INLET PROTECTION | | | 0080 205-06935 3.000 EACH | 2668.68000 8006.04| 2850.00000 8550.00| 2650.00000 7950.00 TEMPORARY SEDIMENT BASIN | | | 0081 205-06936 122.000 TON | 26.18000 3193.96| 27.00000 3294.00| 26.00000 3172.00 TEMPORARY SEDIMENT TRAP | | | 0082 205-06937 13343.000 LFT | 2.05000 27353.15| 1.10000 14677.30| 3.00000 40029.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -5 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 205-09543 100.000 TON | 22.16000 2216.00| 23.00000 2300.00| 22.00000 2200.00 NO 2 STONE | | | 0084 206-51220 824.500 CYS | 18.29000 15080.11| 200.00000 164900.00| 18.00000 14841.00 EXCAVATION, WET | | | 0085 206-51225 819.000 CYS | 13.40000 10974.60| 40.00000 32760.00| 18.00000 14742.00 EXCAVATION, DRY | | | 0087 207-08263 3000.000 SYS | 4.62000 13860.00| 5.25000 15750.00| 4.45000 13350.00 SUBGRADE TREATMENT, TYPE IA , CHEMICAL | | | SOIL MODIFICATION | | | 0088 207-08267 3000.000 SYS | 6.34000 19020.00| 6.75000 20250.00| 6.30000 18900.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0089 210-08372 1.000 EACH | 60911.00000 60911.00| 63500.00000 63500.00| 61000.00000 61000.00 ROADWAY WEATHER INFORMATION SYSTEM | | | 0090 211-02050 28065.500 CYS | 14.60000 409756.30| 15.25000 427998.88| 20.00000 561310.00 B BORROW | | | 0091 211-09264 3533.000 CYS | 14.60000 51581.80| 15.25000 53878.25| 14.50000 51228.50 STRUCTURAL BACKFILL, TYPE 1 | | | 0092 211-09265 2716.000 CYS | 22.66000 61544.56| 23.50000 63826.00| 24.00000 65184.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0093 211-09266 30501.000 CYS | 14.60000 445314.60| 15.25000 465140.25| 20.00000 610020.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0094 302-07455 129.300 CYS | 47.42000 6131.41| 85.00000 10990.50| 70.00000 9051.00 DENSE GRADED SUBBASE | | | 0095 306-08034 6786.000 SYS | 1.20000 8143.20| 2.25000 15268.50| 2.30000 15607.80 MILLING, ASPHALT, 1 1/2 IN | | | 0096 306-08043 1056.000 SYS | 1.58000 1668.48| 4.25000 4488.00| 8.00000 8448.00 MILLING, TRANSITION | | | 0097 402-07432 1245.000 TON | 67.00000 83415.00| 68.00000 84660.00| 58.00000 72210.00 HMA SURFACE, TYPE A | | | 0098 402-07433 1345.000 TON | 62.00000 83390.00| 65.00000 87425.00| 52.00000 69940.00 HMA SURFACE, TYPE B | | | 0099 402-07434 1306.000 TON | 63.00000 82278.00| 64.00000 83584.00| 65.00000 84890.00 HMA SURFACE, TYPE C | | | 0100 402-07435 2068.000 TON | 54.00000 111672.00| 56.00000 115808.00| 52.00000 107536.00 HMA INTERMEDIATE, TYPE A | | | 0101 402-07439 2172.000 TON | 47.00000 102084.00| 48.00000 104256.00| 44.00000 95568.00 HMA INTERMEDIATE, TYPE C | | | 0102 402-07441 2079.000 TON | 45.00000 93555.00| 46.50000 96673.50| 50.00000 103950.00 HMA BASE, TYPE B | | | 0103 402-07442 5194.000 TON | 42.00000 218148.00| 43.50000 225939.00| 51.00000 264894.00 HMA BASE, TYPE C | | | 0104 601-01522 5.000 EACH | 1990.00000 9950.00| 1990.00000 9950.00| 1990.00000 9950.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -6 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 601-01740 3.000 EACH | 1975.00000 5925.00| 1975.00000 5925.00| 1975.00000 5925.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0106 601-02103 128.540 LFT | 22.25000 2860.02| 22.25000 2860.02| 22.25000 2860.02 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | 0107 601-02241 6453.000 LFT | 2.50000 16132.50| 2.50000 16132.50| 2.50000 16132.50 GUARDRAIL, REMOVE | | | 0108 601-05585 3.000 EACH | 1985.00000 5955.00| 1985.00000 5955.00| 1985.00000 5955.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0109 601-06854 4.000 EACH | 2505.00000 10020.00| 2505.00000 10020.00| 2505.00000 10020.00 GUARDRAIL, W-BEAM, NESTED | | | 0110 601-08435 1.000 EACH | 2420.00000 2420.00| 2420.00000 2420.00| 2420.00000 2420.00 GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0111 601-08436 1.000 EACH | 1825.00000 1825.00| 1825.00000 1825.00| 1825.00000 1825.00 GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0112 601-09149 4.000 EACH | 28000.00000 112000.00| 29250.00000 117000.00| 29250.00000 117000.00 IMPACT ATTENUATOR, CR1, W1, TL-3 | | | 0113 601-94689 12.000 EACH | 2490.00000 29880.00| 2490.00000 29880.00| 2490.00000 29880.00 GUARDRAIL END TREATMENT, OS | | | 0114 601-94690 2.000 EACH | 3935.00000 7870.00| 3935.00000 7870.00| 3935.00000 7870.00 GUARDRAIL END TREATMENT, MS | | | 0115 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0116 601-99105 3843.750 LFT | 17.00000 65343.75| 17.00000 65343.75| 17.00000 65343.75 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0117 601-99108 612.500 LFT | 24.75000 15159.38| 24.75000 15159.38| 24.75000 15159.38 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0118 602-01064 370.000 LFT | 49.67000 18377.90| 95.00000 35150.00| 65.00000 24050.00 CONCRETE BARRIER | | | 0119 602-06729 167.000 EACH | 13.05000 2179.35| 15.00000 2505.00| 13.00000 2171.00 BARRIER DELINEATOR | | | 0121 605-06120 187.000 LFT | 28.29000 5290.23| 30.00000 5610.00| 25.00000 4675.00 CURB, CONCRETE | | | 0122 607-06175 617.000 LFT | 28.29000 17454.93| 20.00000 12340.00| 24.00000 14808.00 GUTTER, CONCRETE, TYPE | | | 0123 609-06259 776.000 SYS | 59.95000 46521.20| 90.00000 69840.00| 75.00000 58200.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -7 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 610-07487 491.000 TON | 115.00000 56465.00| 120.00000 58920.00| 100.00000 49100.00 HMA FOR APPROACHES, TYPE B | | | 0125 610-08446 606.000 SYS | 47.53000 28803.18| 44.50000 26967.00| 64.00000 38784.00 PCCP FOR APPROACHES, 6 IN | | | 0126 611-06497 4.000 EACH | 170.00000 680.00| 170.00000 680.00| 170.00000 680.00 MAILBOX ASSEMBLY, SINGLE | | | 0127 611-06498 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 260.00000 1040.00 MAILBOX ASSEMBLY, DOUBLE | | | 0128 615-06490 70.000 EACH | 122.00000 8540.00| 122.00000 8540.00| 122.00000 8540.00 RIGHT OF WAY MARKER | | | 0129 615-06500 2.000 EACH | 570.00000 1140.00| 570.00000 1140.00| 570.00000 1140.00 MONUMENT, A | | | 0130 615-06505 11.000 EACH | 580.00000 6380.00| 580.00000 6380.00| 580.00000 6380.00 MONUMENT, B | | | 0131 615-06510 7.000 EACH | 450.00000 3150.00| 450.00000 3150.00| 450.00000 3150.00 MONUMENT, C | | | 0132 615-06527 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00| 450.00000 1800.00 MONUMENT, SECTION CORNER | | | 0133 615-06530 4.000 EACH | 630.00000 2520.00| 630.00000 2520.00| 705.00000 2820.00 BENCH MARK POST | | | 0134 616-02320 16727.000 SYS | 0.99000 16559.73| 1.05000 17563.35| 1.00000 16727.00 GEOTEXTILES | | | 0135 616-05688 1220.000 TON | 34.24000 41772.80| 35.25000 43005.00| 34.00000 41480.00 RIPRAP, CLASS 1 | | | 0136 616-06405 10219.300 TON | 22.66000 231569.34| 24.00000 245263.20| 22.50000 229934.25 RIPRAP, REVETMENT | | | 0137 616-06451 746.000 TON | 22.66000 16904.36| 24.00000 17904.00| 22.50000 16785.00 RIPRAP, UNIFORM | | | 0138 616-09997 14.000 EACH | 1258.81000 17623.34| 1325.00000 18550.00| 1250.00000 17500.00 DITCH DETENTION CHECK | | | 0139 621-01004 6.000 EACH | 200.00000 1200.00| 215.00000 1290.00| 200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0140 621-02363 297204.000 SYS | 0.18000 53496.72| 0.18000 53496.72| 0.18000 53496.72 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0141 621-02770 3479.000 SYS | 1.10000 3826.90| 1.15000 4000.85| 1.10000 3826.90 EROSION CONTROL BLANKET | | | 0142 621-06559 243136.000 SYS | 0.27000 65646.72| 0.29000 70509.44| 0.27000 65646.72 MULCHED SEEDING, R | | | 0143 621-06567 51.000 kGAL | 1.00000 51.00| 1.00000 51.00| 1.00000 51.00 WATER | | | 0144 621-06570 16989.000 CYS | 0.50000 8494.50| 0.50000 8494.50| 0.50000 8494.50 TOPSOIL , FOR LANDSCAPING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -8 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 621-06574 14107.000 SYS | 2.81000 39640.67| 3.00000 42321.00| 2.81000 39640.67 SODDING | | | 0146 621-52448 11.000 EACH | 35.00000 385.00| 37.50000 412.50| 35.00000 385.00 SIGN, DO NOT SPRAY | | | 0147 628-09403 30.000 MOS | 2295.00000 68850.00| 1800.00000 54000.00| 2500.00000 75000.00 FIELD OFFICE, C | | | 0148 628-09407 30.000 MOS | 100.00000 3000.00| 185.00000 5550.00| 200.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0149 628-09408 60.000 MOS | 100.00000 6000.00| 135.00000 8100.00| 180.00000 10800.00 MOBILE LAPTOP COMPUTER SYSTEM , TWO EAC | | | 0150 628-09409 30.000 MOS | 90.00000 2700.00| 85.00000 2550.00| 75.00000 2250.00 MOBILE INTERNET SERVICE , TWO EACH | | | 0151 701-06011 8.000 EACH | 1600.00000 12800.00| 2500.00000 20000.00| 2100.00000 16800.00 DYNAMIC PILE LOAD TEST | | | 0152 701-09557 672.000 LFT | 57.72000 38787.84| 57.00000 38304.00| 20.00000 13440.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0153 701-09559 8.000 EACH | 1200.00000 9600.00| 2500.00000 20000.00| 1600.00000 12800.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0154 701-09662 14936.000 LFT | 35.00000 522760.00| 47.75000 713194.00| 44.00000 657184.00 PILE, STEEL PIPE, 0.250 IN, 14 IN | | | 0155 701-09665 8874.000 LFT | 47.80000 424177.20| 62.25000 552406.50| 59.00000 523566.00 PILE, STEEL PIPE, 0.375 IN, 14 IN | | | 0156 701-09679 127.000 EACH | 250.00000 31750.00| 350.00000 44450.00| 280.00000 35560.00 CONICAL PILE TIP, 14 IN | | | 0157 701-09998 4000.000 LFT | 30.67000 122680.00| 34.75000 139000.00| 52.00000 208000.00 VIBRATORY CONCRETE COLUMN | | | 0158 701-09999 1.000 EACH | 12500.00000 12500.00| 13750.00000 13750.00| 50000.00000 50000.00 VIBRATORY CONCRETE COLUMN LOAD TEST | | | 0159 701-10001 20.000 LFT | 25.00000 500.00| 40.00000 800.00| 1000.00000 20000.00 VIBRATORY CONCRETE COLUMN PRE-DRILLING | | | 0160 701-10002 600.000 SYS | 46.32000 27792.00| 95.00000 57000.00| 77.00000 46200.00 LOAD TRANSFER PLATFORM | | | 0162 702-51005 518.600 CYS | 575.00000 298195.00| 650.00000 337090.00| 550.00000 285230.00 CONCRETE, A, SUBSTRUCTURE | | | 0163 702-51015 414.700 CYS | 200.00000 82940.00| 325.00000 134777.50| 450.00000 186615.00 CONCRETE, B, FOOTINGS | | | 0164 702-51110 1288.000 LBS | 4.22000 5435.36| 3.25000 4186.00| 6.00000 7728.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0165 703-06028 87486.000 LBS | 0.70000 61240.20| 0.80000 69988.80| 0.80000 69988.80 REINFORCING BARS | | | 0166 703-06029 574241.000 LBS | 0.76000 436423.16| 0.88000 505332.08| 0.80000 459392.80 REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -9 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0167 704-51002 892.100 CYS | 500.00000 446050.00| 440.00000 392524.00| 450.00000 401445.00 CONCRETE, C, SUPERSTRUCTURE | | | 0168 706-05734 6.000 EACH | 1628.14000 9768.84| 1735.00000 10410.00| 2100.00000 12600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0169 706-08496 1585.000 SYS | 78.95000 125135.75| 92.50000 146612.50| 90.00000 142650.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0170 706-09545 2299.000 CYS | 32.27000 74188.73| 33.50000 77016.50| 28.00000 64372.00 COARSE AGGREGATE, NO 8 | | | 0171 706-51025 2075.000 LFT | 95.00000 197125.00| 80.75000 167556.25| 70.00000 145250.00 CONCRETE, C, RAILING | | | 0172 707-09383 2097.000 LFT | 217.00000 455049.00| 250.00000 524250.00| 260.00000 545220.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 61" | | | 0173 709-07733 LUMP | 17199.89000 17199.89| 18900.00000 18900.00| 15000.00000 15000.00 ANTI-GRAFFITI COAT | | | 0174 709-51821 LUMP | 47127.51000 47127.51| 51850.00000 51850.00| 54000.00000 54000.00 SURFACE SEAL , MODIFIED | | | 0175 709-51821 LUMP | 21800.75000 21800.75| 23980.00000 23980.00| 23500.00000 23500.00 SURFACE SEAL , MODIFIED, STR NO 1 | | | 0176 709-51821 LUMP | 19149.24000 19149.24| 21060.00000 21060.00| 20500.00000 20500.00 SURFACE SEAL , MODIFIED, STR NO 2 | | | 0177 709-51821 LUMP | 2200.00000 2200.00| 2400.00000 2400.00| 2500.00000 2500.00 SURFACE SEAL , MODIFIED, STR NO 3 | | | 0178 709-51821 LUMP | 2200.10000 2200.10| 2400.00000 2400.00| 2500.00000 2500.00 SURFACE SEAL , MODIFIED, STR NO 4 | | | 0179 709-51821 LUMP | 2199.98000 2199.98| 2400.00000 2400.00| 2500.00000 2500.00 SURFACE SEAL , MODIFIED, STR NO 5 | | | 0180 713-04509 LUMP | 5035.25000 5035.25| 50000.00000 50000.00| 32000.00000 32000.00 TEMPORARY PIPE | | | 0181 714-06279 90.000 LFT | 294.06000 26465.40| 300.00000 27000.00| 292.00000 26280.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0182 714-08514 3464.600 SFT | 56.07000 194260.12| 65.00000 225199.00| 50.00000 173230.00 WINGWALL | | | 0183 714-44240 912.000 CYS | 600.00000 547200.00| 469.50000 428184.00| 450.00000 410400.00 CONCRETE, A, STRUCTURES | | | 0184 715-05019 701.000 LFT | 72.51000 50829.51| 74.00000 51874.00| 72.00000 50472.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0185 715-05032 1105.000 LFT | 29.20000 32266.00| 30.50000 33702.50| 29.00000 32045.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0186 715-05048 29516.000 LFT | 3.15000 92975.40| 3.25000 95927.00| 3.15000 92975.40 PIPE, TYPE 4, CIRCULAR, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -10 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 715-05053 3040.000 LFT | 6.30000 19152.00| 6.50000 19760.00| 6.30000 19152.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0188 715-05123 93.000 LFT | 51.36000 4776.48| 53.00000 4929.00| 51.00000 4743.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0189 715-05128 394.000 LFT | 105.74000 41661.56| 110.00000 43340.00| 105.00000 41370.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0190 715-05149 871.000 LFT | 26.18000 22802.78| 27.00000 23517.00| 26.00000 22646.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0191 715-05154 436.000 LFT | 45.32000 19759.52| 46.00000 20056.00| 45.00000 19620.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0192 715-05169 328.000 LFT | 30.21000 9908.88| 32.00000 10496.00| 30.00000 9840.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0193 715-05171 62.000 LFT | 35.25000 2185.50| 37.00000 2294.00| 35.00000 2170.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0194 715-06004 5.000 EACH | 1797.58000 8987.90| 1900.00000 9500.00| 1785.00000 8925.00 CONCRETE ANCHOR, 48 IN | | | 0195 715-26729 4.000 EACH | 3277.95000 13111.80| 3500.00000 14000.00| 3255.00000 13020.00 GRATED BOX END SECTION, II, 6:1,15 IN | | | 0196 715-46000 1.000 EACH | 558.91000 558.91| 575.00000 575.00| 555.00000 555.00 PIPE END SECTION, 12 IN | | | 0197 715-46005 20.000 EACH | 579.05000 11581.00| 600.00000 12000.00| 575.00000 11500.00 PIPE END SECTION, 15 IN | | | 0198 715-46010 2.000 EACH | 634.44000 1268.88| 650.00000 1300.00| 630.00000 1260.00 PIPE END SECTION, 18 IN | | | 0199 715-46020 3.000 EACH | 951.66000 2854.98| 950.00000 2850.00| 945.00000 2835.00 PIPE END SECTION, 24 IN | | | 0200 715-46040 5.000 EACH | 1213.49000 6067.45| 1275.00000 6375.00| 1205.00000 6025.00 PIPE END SECTION, 36 IN | | | 0201 718-06531 42.000 EACH | 265.00000 11130.00| 275.00000 11550.00| 265.00000 11130.00 OUTLET PROTECTOR, 3 | | | 0202 718-06532 3000.000 LFT | 1.00000 3000.00| 1.05000 3150.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0203 718-52610 2728.000 CYS | 25.00000 68200.00| 26.25000 71610.00| 25.00000 68200.00 AGGREGATE FOR UNDERDRAINS | | | 0204 718-99153 30170.000 SYS | 0.95000 28661.50| 1.00000 30170.00| 0.95000 28661.50 GEOTEXTILES FOR UNDERDRAIN | | | 0205 720-01355 4.000 EACH | 317.22000 1268.88| 325.00000 1300.00| 315.00000 1260.00 INLET, CLEAN EXISTING | | | 0206 720-07302 5.000 EACH | 2416.92000 12084.60| 2500.00000 12500.00| 2400.00000 12000.00 INLET, TYPE HA, WITH SLOTTED DRAIN | | | 0207 720-09079 3.000 EACH | 2064.45000 6193.35| 2200.00000 6600.00| 2050.00000 6150.00 INLET, HA5, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -11 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0208 720-45030 1.000 EACH | 1309.16000 1309.16| 1375.00000 1375.00| 1300.00000 1300.00 INLET, E7 | | | 0209 720-45035 1.000 EACH | 1324.27000 1324.27| 1400.00000 1400.00| 1315.00000 1315.00 INLET, F7 | | | 0210 720-45041 1.000 EACH | 2618.33000 2618.33| 2775.00000 2775.00| 2600.00000 2600.00 INLET, H5 | | | 0211 720-45042 2.000 EACH | 2114.81000 4229.62| 2250.00000 4500.00| 2100.00000 4200.00 INLET, HA5 | | | 0212 720-45065 8.000 EACH | 2416.92000 19335.36| 2550.00000 20400.00| 2400.00000 19200.00 INLET, N12 | | | 0213 720-45069 8.000 EACH | 2114.80000 16918.40| 2250.00000 18000.00| 2100.00000 16800.00 INLET, P12 | | | 0214 720-45260 1.000 EACH | 1208.46000 1208.46| 1275.00000 1275.00| 1200.00000 1200.00 PIPE CATCH BASIN, 12 IN | | | 0216 720-45410 1.000 EACH | 1611.28000 1611.28| 1700.00000 1700.00| 1600.00000 1600.00 MANHOLE, C4 | | | 0217 720-45510 1.000 EACH | 1711.98000 1711.98| 1825.00000 1825.00| 1700.00000 1700.00 MANHOLE, C4, MODIFIED | | | 0218 720-95422 1.000 EACH | 2618.33000 2618.33| 2775.00000 2775.00| 2600.00000 2600.00 MANHOLE, J4 | | | 0219 721-43145 1.000 EACH | 2517.62000 2517.62| 2650.00000 2650.00| 2500.00000 2500.00 AUTOMATIC DRAINAGE GATE, 42 IN X 42 IN | | | 0220 723-09320 272.000 LFT | 1900.00000 516800.00| 2585.00000 703120.00| 2500.00000 680000.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 168 IN | | | 0221 723-10028 160.000 LFT | 2500.00000 400000.00| 5085.00000 813600.00| 2800.00000 448000.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 180 IN. | | | 0222 731-93945 40324.000 SFT | 12.00000 483888.00| 11.75000 473807.00| 15.00000 604860.00 FACE PANELS, CONCRETE | | | 0223 731-93946 41912.000 SFT | 4.50000 188604.00| 4.30000 180221.60| 6.00000 251472.00 WALL ERECTION | | | 0224 731-93947 1834.000 LFT | 19.94000 36569.96| 72.50000 132965.00| 18.00000 33012.00 LEVELING PAD, CONCRETE | | | 0225 801-01093 6.000 EACH | 989.00000 5934.00| 1050.00000 6300.00| 989.00000 5934.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0226 801-01504 7.000 EACH | 66.00000 462.00| 70.00000 490.00| 66.00000 462.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0227 801-01505 3.000 EACH | 99.00000 297.00| 105.00000 315.00| 99.00000 297.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -12 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0228 801-03290 6.000 EACH | 289.00000 1734.00| 300.00000 1800.00| 289.00000 1734.00 CONSTRUCTION SIGN, C | | | 0229 801-04308 10.000 EACH | 666.00000 6660.00| 700.00000 7000.00| 666.00000 6660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0230 801-06201 1320.000 SFT | 13.50000 17820.00| 14.50000 19140.00| 13.50000 17820.00 TEMPORARY PANEL SIGNS | | | 0231 801-06202 712.000 LFT | 14.00000 9968.00| 15.00000 10680.00| 14.00000 9968.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0232 801-06207 103828.000 LFT | 0.57000 59181.96| 0.60000 62296.80| 0.57000 59181.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0233 801-06218 60.000 LFT | 6.66000 399.60| 7.00000 420.00| 6.66000 399.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0234 801-06469 7262.000 LFT | 1.15000 8351.30| 1.20000 8714.40| 1.15000 8351.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN | | | 0235 801-06625 70.000 EACH | 85.00000 5950.00| 90.00000 6300.00| 85.00000 5950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0236 801-06640 49.000 EACH | 245.00000 12005.00| 260.00000 12740.00| 245.00000 12005.00 CONSTRUCTION SIGN, A | | | 0237 801-06645 19.000 EACH | 145.00000 2755.00| 155.00000 2945.00| 145.00000 2755.00 CONSTRUCTION SIGN, B | | | 0238 801-06710 886.000 DAY | 10.00000 8860.00| 17.00000 15062.00| 10.00000 8860.00 FLASHING ARROW SIGN | | | 0239 801-06775 LUMP | 698690.55000 698690.55| 371011.40000 371011.40| 404909.83000 404909.83 MAINTAINING TRAFFIC | | | 0240 801-07119 924.000 LFT | 6.00000 5544.00| 6.50000 6006.00| 6.00000 5544.00 BARRICADE, III-B | | | 0241 801-07606 1022.000 LFT | 40.28000 41166.16| 43.00000 43946.00| 40.00000 40880.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0242 801-08401 3200.000 LFT | 16.55000 52960.00| 15.00000 48000.00| 20.00000 64000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0243 801-08508 3760.000 LFT | 17.17000 64559.20| 17.00000 63920.00| 23.00000 86480.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0244 801-09133 4.000 EACH | 7700.00000 30800.00| 10500.00000 42000.00| 7700.00000 30800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0245 801-52817 2.000 EACH | 32917.59000 65835.18| 60000.00000 120000.00| 32000.00000 64000.00 TEMPORARY CROSSOVER, B | | | 0246 801-53072 LUMP | 17444.00000 17444.00| 18750.00000 18750.00| 17444.00000 17444.00 TEMPORARY TRAFFIC SIGNAL | | | 0247 801-97643 1746.000 LFT | 5.35000 9341.10| 8.50000 14841.00| 6.00000 10476.00 TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -13 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0248 802-04314 26.000 EACH | 142.00000 3692.00| 147.50000 3835.00| 217.00000 5642.00 SIGN , LIMITED ACCESS HIGHWAY | | | 0249 802-04893 22.000 EACH | 156.00000 3432.00| 165.00000 3630.00| 281.00000 6182.00 REFERENCE POST | | | 0250 802-05701 362.000 LFT | 12.00000 4344.00| 12.75000 4615.50| 12.00000 4344.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0251 802-05702 736.000 LFT | 11.50000 8464.00| 12.25000 9016.00| 11.50000 8464.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0252 802-05706 35.000 LFT | 13.00000 455.00| 13.50000 472.50| 13.00000 455.00 SIGN POST, SQUARE, TYPE 3, UNREINFORCED | | | ANCHOR BASE | | | 0253 802-07057 2396.000 SFT | 13.50000 32346.00| 14.25000 34143.00| 13.50000 32346.00 SIGN, PANEL, WITH LEGEND | | | 0254 802-07151 12.000 EACH | 219.00000 2628.00| 225.00000 2700.00| 219.00000 2628.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0255 802-07154 12.000 EACH | 263.00000 3156.00| 275.00000 3300.00| 263.00000 3156.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0256 802-09577 3.000 EACH | 29699.00000 89097.00| 31250.00000 93750.00| 29700.00000 89100.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0257 802-09581 3.000 EACH | 6605.00000 19815.00| 7000.00000 21000.00| 6500.00000 19500.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0258 802-09838 210.000 SFT | 16.00000 3360.00| 17.00000 3570.00| 16.00000 3360.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0259 802-09840 488.000 SFT | 16.50000 8052.00| 17.25000 8418.00| 16.50000 8052.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0260 802-09842 33.000 SFT | 17.50000 577.50| 18.50000 610.50| 17.50000 577.50 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0261 802-76095 8636.000 LBS | 2.00000 17272.00| 2.15000 18567.40| 4.50000 38862.00 STRUCTURAL STEEL, BREAKAWAY | | | 0262 804-06770 6.000 EACH | 20.00000 120.00| 20.00000 120.00| 20.00000 120.00 DELINEATOR POST | | | 0263 804-06771 100.000 EACH | 30.00000 3000.00| 30.00000 3000.00| 30.00000 3000.00 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -14 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0264 805-01300 3.000 EACH | 2102.00000 6306.00| 2250.00000 6750.00| 2500.00000 7500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0265 805-01879 1.000 EACH | 914.00000 914.00| 975.00000 975.00| 914.00000 914.00 SIGNAL SERVICE, INSTALL | | | 0266 805-02087 LUMP | 741.00000 741.00| 800.00000 800.00| 741.00000 741.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0267 805-06600 100.000 LFT | 21.00000 2100.00| 22.00000 2200.00| 21.00000 2100.00 CONDUIT, PVC, 3 IN. | | | 0268 805-93755 1.000 EACH | 1223.00000 1223.00| 1300.00000 1300.00| 1223.00000 1223.00 SIGNAL POLE, WOOD, CLASS 5, 30FT | | | 0269 807-04651 500.000 LFT | 8.00000 4000.00| 8.50000 4250.00| 8.00000 4000.00 WIRE, , 3-1C, XHHW, NO 2 COPPER | | | 0270 807-06595 980.000 LFT | 10.50000 10290.00| 11.00000 10780.00| 10.50000 10290.00 CONDUIT, PVC, 2 IN. | | | 0271 807-78590 2.000 EACH | 914.00000 1828.00| 950.00000 1900.00| 914.00000 1828.00 HANDHOLE , ATMS | | | 0273 808-01328 2.000 EACH | 244.00000 488.00| 260.00000 520.00| 244.00000 488.00 PAVEMENT MESSAGE MARKING, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0274 808-06716 4759.000 LFT | 0.56000 2665.04| 0.60000 2855.40| 0.56000 2665.04 LINE, REMOVE | | | 0275 808-75996 238.000 EACH | 3.70000 880.60| 11.50000 2737.00| 12.61000 3001.18 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0276 808-75998 631.000 EACH | 15.08000 9515.48| 16.00000 10096.00| 17.92000 11307.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0286 202-51330 LUMP | 110000.00000 110000.00| 72000.00000 72000.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 1 | | | 0287 202-51330 LUMP | 162035.20000 162035.20| 72000.00000 72000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 3 | | | 0288 202-51330 LUMP | 125000.00000 125000.00| 34500.00000 34500.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 5 | | | 0289 731-07016 1589.000 SFT | 10.03000 15937.67| 17.50000 27807.50| 13.00000 20657.00 FACE PANELS, WIRE | | | 0290 807-04651 500.000 LFT | 1.60000 800.00| 1.70000 850.00| 1.60000 800.00 WIRE, , XHHW, 1-1C, XHHW, NO 6 COPPER | | | 0291 702-51100 360.000 LBS | 4.67000 1681.20| 3.50000 1260.00| 7.00000 2520.00 DRAIN PIPE, CAST IRON, 6 IN | | | SECTION TOTALS | $ 17,226,555.59| $ 17,358,754.27| $ 16,702,484.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 ADMINISTRATIVE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -15 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1128289 |( 3 ) 35-1917625 |WALSH CONSTRUCTION COMPANY |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0277 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0278 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0279 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0280 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0281 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0282 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0283 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0284 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0285 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 9.00| $ 9.00| $ 9.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,226,564.59| $ 17,358,763.27| $ 19,602,461.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -16 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION HMA | | | 0001 301-07448 9362.000 TON | 14.43000 135093.66| 16.33000 152881.46| 17.00000 159154.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0002 303-01180 11584.000 TON | 14.11000 163450.24| 16.33000 189166.72| 16.00000 185344.00 COMPACTED AGGREGATE, NO. 53 | | | 0003 401-06264 LUMP | 5000.00000 5000.00| 5969.54000 5969.54| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | 0004 401-07320 560.000 TON | 61.25000 34300.00| 68.00000 38080.00| 65.00000 36400.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0005 401-07335 5059.000 TON | 75.85000 383725.15| 75.90000 383978.10| 79.00000 399661.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0006 401-07404 8411.000 TON | 49.00000 412139.00| 51.90000 436530.90| 58.00000 487838.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0007 401-07406 1672.000 TON | 46.85000 78333.20| 47.10000 78751.20| 48.00000 80256.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0008 401-07429 8411.000 TON | 54.00000 454194.00| 47.00000 395317.00| 52.00000 437372.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0009 401-08364 20111.000 TON | 41.10000 826562.10| 46.05000 926111.55| 50.00000 1005550.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0010 406-05520 79.000 TON | 400.00000 31600.00| 425.00000 33575.00| 560.00000 44240.00 ASPHALT FOR TACK COAT | | | 0011 503-05240 793.000 LFT | 15.50000 12291.50| 15.00000 11895.00| 15.00000 11895.00 D-1 CONTRACTION JOINT | | | 0012 808-04767 77.000 LFT | 20.00000 1540.00| 20.40000 1570.80| 20.00000 1540.00 LINE , MULTI-COMP, DOTTED, WHITE, 4 IN, | | | 0013 808-04767 357.000 LFT | 0.10000 35.70| 0.10000 35.70| 0.10000 35.70 LINE , PAINT, DOTTED, WHITE, 4 IN, 3 FT | | | LINE, | | | 0014 808-06711 2938.000 LFT | 0.05000 146.90| 0.05000 146.90| 0.05000 146.90 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0015 808-06713 26994.000 LFT | 0.05000 1349.70| 0.05000 1349.70| 0.05000 1349.70 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0016 808-06714 31639.000 LFT | 0.05000 1581.95| 0.05000 1581.95| 0.05000 1581.95 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0017 808-06723 15.000 EACH | 15.00000 225.00| 15.30000 229.50| 15.00000 225.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0018 808-06724 5.000 EACH | 20.00000 100.00| 20.40000 102.00| 20.00000 100.00 PAVEMENT MESSAGE MARKING, PAINT, ONLY | | | 0019 808-06726 224.000 LFT | 1.50000 336.00| 1.53000 342.72| 1.50000 336.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -17 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-10031 152.000 LFT | 2.00000 304.00| 2.04000 310.08| 2.00000 304.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0021 808-10033 608.000 LFT | 1.00000 608.00| 1.02000 620.16| 1.00000 608.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0022 808-10034 608.000 LFT | 1.00000 608.00| 1.02000 620.16| 1.00000 608.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0023 808-75008 4205.000 LFT | 0.10000 420.50| 0.10000 420.50| 0.10000 420.50 LINE, PAINT, SOLID, WHITE, 8 IN | | | 0024 808-75060 136.000 LFT | 1.00000 136.00| 1.02000 138.72| 1.00000 136.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0025 808-75072 344.000 LFT | 1.00000 344.00| 1.02000 350.88| 1.00000 344.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 24" | | | 0026 808-75090 1033.000 LFT | 1.00000 1033.00| 1.02000 1053.66| 1.00000 1033.00 TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24" | | | 0292 207-08263 111049.000 SYS | 4.00000 444196.00| 4.34000 481952.66| 4.00000 444196.00 SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 2,989,653.60| $ 3,143,082.56| $ 3,303,074.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMON ITEMS | | | 0053 105-06845 LUMP | 1160000.00000 1160000.00| 215682.60000 215682.60| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0054 105-08520 8.000 EACH | 100.00000 800.00| 149.42000 1195.36| 110.00000 880.00 CELLULAR TELEPHONE/RADIO | | | 0055 105-08521 240.000 MOS | 60.00000 14400.00| 48.95000 11748.00| 110.00000 26400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0056 105-09645 LUMP | 37398.09000 37398.09| 15300.00000 15300.00| 31000.00000 31000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0057 110-01001 LUMP | 1000000.00000 1000000.00| 1022339.38000 1022339.38| 920000.00000 920000.00 MOBILIZATION AND DEMOBILIZATION | | | 0058 201-52370 LUMP | 600000.00000 600000.00| 408935.75000 408935.75| 95000.00000 95000.00 CLEARING RIGHT OF WAY | | | 0059 202-02240 44953.000 SYS | 1.00000 44953.00| 9.40000 422558.20| 7.00000 314671.00 PAVEMENT REMOVAL | | | 0060 202-02272 1551.000 LFT | 3.60000 5583.60| 5.36000 8313.36| 5.30000 8220.30 PAVED SIDE DITCH, REMOVE | | | 0063 202-03000 LUMP | 4500.00000 4500.00| 54825.00000 54825.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 409 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -18 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 202-03000 LUMP | 5500.00000 5500.00| 54927.00000 54927.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 411 | | | 0065 202-03000 LUMP | 8000.00000 8000.00| 54366.00000 54366.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 413 | | | 0066 202-03000 LUMP | 8300.00000 8300.00| 49521.00000 49521.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 415 | | | 0067 202-03783 4.000 EACH | 239.00000 956.00| 243.78000 975.12| 240.00000 960.00 SIGN, PANEL, REMOVE | | | 0068 202-04089 59.000 EACH | 36.00000 2124.00| 36.72000 2166.48| 36.00000 2124.00 SIGN, SHEET, REMOVE | | | 0070 202-91385 19.000 EACH | 250.00000 4750.00| 372.30000 7073.70| 370.00000 7030.00 INLET, REMOVE | | | 0071 202-96133 1332.000 LFT | 7.50000 9990.00| 17.34000 23096.88| 17.00000 22644.00 PIPE, REMOVE | | | 0072 203-02000 416156.000 CYS | 2.00000 832312.00| 4.18000 1739532.08| 4.10000 1706239.60 EXCAVATION, COMMON | | | 0073 203-02020 16839.000 CYS | 5.00000 84195.00| 3.21000 54053.19| 3.20000 53884.80 EXCAVATION, UNCLASSIFIED | | | 0074 203-02070 10528.000 CYS | 15.00000 157920.00| 9.69000 102016.32| 18.00000 189504.00 BORROW | | | 0075 203-08279 14157.000 CYS | 50.00000 707850.00| 76.50000 1083010.50| 81.00000 1146717.00 EXPANDED POLYSTYRENE FILL | | | 0076 203-10012 9450.000 LFT | 13.80000 130410.00| 23.46000 221697.00| 17.00000 160650.00 AGGREGATE COLUMNS , 30 INCH | | | 0077 205-03371 100.000 CYS | 15.00000 1500.00| 26.52000 2652.00| 26.00000 2600.00 SEDIMENT, REMOVE | | | 0078 205-06931 412.000 TON | 30.00000 12360.00| 26.52000 10926.24| 26.00000 10712.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0079 205-06933 28.000 EACH | 90.00000 2520.00| 76.50000 2142.00| 78.00000 2184.00 TEMPORARY DITCH INLET PROTECTION | | | 0080 205-06935 3.000 EACH | 500.00000 1500.00| 2703.00000 8109.00| 2700.00000 8100.00 TEMPORARY SEDIMENT BASIN | | | 0081 205-06936 122.000 TON | 30.00000 3660.00| 26.52000 3235.44| 26.00000 3172.00 TEMPORARY SEDIMENT TRAP | | | 0082 205-06937 13343.000 LFT | 1.05000 14010.15| 1.07000 14277.01| 1.20000 16011.60 TEMPORARY SILT FENCE | | | 0083 205-09543 100.000 TON | 30.00000 3000.00| 22.44000 2244.00| 22.00000 2200.00 NO 2 STONE | | | 0084 206-51220 824.500 CYS | 35.00000 28857.50| 179.47000 147973.02| 12.00000 9894.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -19 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 206-51225 819.000 CYS | 20.00000 16380.00| 29.59000 24234.21| 9.60000 7862.40 EXCAVATION, DRY | | | 0087 207-08263 3000.000 SYS | 4.00000 12000.00| 4.85000 14550.00| 3.50000 10500.00 SUBGRADE TREATMENT, TYPE IA , CHEMICAL | | | SOIL MODIFICATION | | | 0088 207-08267 3000.000 SYS | 7.50000 22500.00| 6.43000 19290.00| 6.30000 18900.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0089 210-08372 1.000 EACH | 60911.00000 60911.00| 62129.22000 62129.22| 71000.00000 71000.00 ROADWAY WEATHER INFORMATION SYSTEM | | | 0090 211-02050 28065.500 CYS | 5.00000 140327.50| 14.79000 415088.75| 24.00000 673572.00 B BORROW | | | 0091 211-09264 3533.000 CYS | 5.00000 17665.00| 14.79000 52253.07| 15.00000 52995.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0092 211-09265 2716.000 CYS | 25.00000 67900.00| 22.95000 62332.20| 26.00000 70616.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0093 211-09266 30501.000 CYS | 5.00000 152505.00| 14.79000 451109.79| 24.00000 732024.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0094 302-07455 129.300 CYS | 55.00000 7111.50| 60.45000 7816.19| 60.00000 7758.00 DENSE GRADED SUBBASE | | | 0095 306-08034 6786.000 SYS | 0.82000 5564.52| 1.70000 11536.20| 1.80000 12214.80 MILLING, ASPHALT, 1 1/2 IN | | | 0096 306-08043 1056.000 SYS | 0.82000 865.92| 3.50000 3696.00| 4.30000 4540.80 MILLING, TRANSITION | | | 0097 402-07432 1245.000 TON | 67.65000 84224.25| 63.00000 78435.00| 70.00000 87150.00 HMA SURFACE, TYPE A | | | 0098 402-07433 1345.000 TON | 62.45000 83995.25| 63.00000 84735.00| 68.00000 91460.00 HMA SURFACE, TYPE B | | | 0099 402-07434 1306.000 TON | 63.15000 82473.90| 63.00000 82278.00| 68.00000 88808.00 HMA SURFACE, TYPE C | | | 0100 402-07435 2068.000 TON | 54.50000 112706.00| 50.00000 103400.00| 54.00000 111672.00 HMA INTERMEDIATE, TYPE A | | | 0101 402-07439 2172.000 TON | 47.00000 102084.00| 46.00000 99912.00| 50.00000 108600.00 HMA INTERMEDIATE, TYPE C | | | 0102 402-07441 2079.000 TON | 45.30000 94178.70| 46.00000 95634.00| 46.00000 95634.00 HMA BASE, TYPE B | | | 0103 402-07442 5194.000 TON | 42.50000 220745.00| 44.00000 228536.00| 48.00000 249312.00 HMA BASE, TYPE C | | | 0104 601-01522 5.000 EACH | 1990.00000 9950.00| 2029.80000 10149.00| 2000.00000 10000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0105 601-01740 3.000 EACH | 1975.00000 5925.00| 2014.50000 6043.50| 2000.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -20 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 601-02103 128.540 LFT | 22.25000 2860.02| 22.70000 2917.86| 22.00000 2827.88 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | 0107 601-02241 6453.000 LFT | 2.50000 16132.50| 2.55000 16455.15| 2.50000 16132.50 GUARDRAIL, REMOVE | | | 0108 601-05585 3.000 EACH | 1985.00000 5955.00| 2024.70000 6074.10| 2000.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0109 601-06854 4.000 EACH | 2505.00000 10020.00| 2555.10000 10220.40| 2500.00000 10000.00 GUARDRAIL, W-BEAM, NESTED | | | 0110 601-08435 1.000 EACH | 2420.00000 2420.00| 2468.40000 2468.40| 2400.00000 2400.00 GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0111 601-08436 1.000 EACH | 1825.00000 1825.00| 1861.50000 1861.50| 1800.00000 1800.00 GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0112 601-09149 4.000 EACH | 29250.00000 117000.00| 29835.00000 119340.00| 29000.00000 116000.00 IMPACT ATTENUATOR, CR1, W1, TL-3 | | | 0113 601-94689 12.000 EACH | 2490.00000 29880.00| 2539.80000 30477.60| 2500.00000 30000.00 GUARDRAIL END TREATMENT, OS | | | 0114 601-94690 2.000 EACH | 3935.00000 7870.00| 4013.70000 8027.40| 2900.00000 5800.00 GUARDRAIL END TREATMENT, MS | | | 0115 601-97774 1.000 EACH | 650.00000 650.00| 663.00000 663.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0116 601-99105 3843.750 LFT | 17.00000 65343.75| 17.34000 66650.63| 17.00000 65343.75 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0117 601-99108 612.500 LFT | 24.75000 15159.38| 25.25000 15465.63| 25.00000 15312.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0118 602-01064 370.000 LFT | 75.00000 27750.00| 78.54000 29059.80| 66.00000 24420.00 CONCRETE BARRIER | | | 0119 602-06729 167.000 EACH | 15.00000 2505.00| 9.18000 1533.06| 21.00000 3507.00 BARRIER DELINEATOR | | | 0121 605-06120 187.000 LFT | 25.00000 4675.00| 22.00000 4114.00| 34.00000 6358.00 CURB, CONCRETE | | | 0122 607-06175 617.000 LFT | 20.00000 12340.00| 29.00000 17893.00| 21.00000 12957.00 GUTTER, CONCRETE, TYPE | | | 0123 609-06259 776.000 SYS | 70.00000 54320.00| 79.67000 61823.92| 63.00000 48888.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0124 610-07487 491.000 TON | 115.00000 56465.00| 75.00000 36825.00| 92.00000 45172.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -21 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 610-08446 606.000 SYS | 38.00000 23028.00| 32.00000 19392.00| 43.00000 26058.00 PCCP FOR APPROACHES, 6 IN | | | 0126 611-06497 4.000 EACH | 170.00000 680.00| 173.40000 693.60| 170.00000 680.00 MAILBOX ASSEMBLY, SINGLE | | | 0127 611-06498 4.000 EACH | 260.00000 1040.00| 265.20000 1060.80| 260.00000 1040.00 MAILBOX ASSEMBLY, DOUBLE | | | 0128 615-06490 70.000 EACH | 122.00000 8540.00| 124.44000 8710.80| 120.00000 8400.00 RIGHT OF WAY MARKER | | | 0129 615-06500 2.000 EACH | 570.00000 1140.00| 581.40000 1162.80| 570.00000 1140.00 MONUMENT, A | | | 0130 615-06505 11.000 EACH | 580.00000 6380.00| 591.60000 6507.60| 580.00000 6380.00 MONUMENT, B | | | 0131 615-06510 7.000 EACH | 450.00000 3150.00| 459.00000 3213.00| 450.00000 3150.00 MONUMENT, C | | | 0132 615-06527 4.000 EACH | 450.00000 1800.00| 459.00000 1836.00| 450.00000 1800.00 MONUMENT, SECTION CORNER | | | 0133 615-06530 4.000 EACH | 630.00000 2520.00| 642.60000 2570.40| 630.00000 2520.00 BENCH MARK POST | | | 0134 616-02320 16727.000 SYS | 2.00000 33454.00| 1.00000 16727.00| 0.98000 16392.46 GEOTEXTILES | | | 0135 616-05688 1220.000 TON | 33.00000 40260.00| 34.68000 42309.60| 34.00000 41480.00 RIPRAP, CLASS 1 | | | 0136 616-06405 10219.300 TON | 25.00000 255482.50| 22.95000 234532.94| 23.00000 235043.90 RIPRAP, REVETMENT | | | 0137 616-06451 746.000 TON | 26.00000 19396.00| 22.95000 17120.70| 23.00000 17158.00 RIPRAP, UNIFORM | | | 0138 616-09997 14.000 EACH | 750.00000 10500.00| 1275.00000 17850.00| 1300.00000 18200.00 DITCH DETENTION CHECK | | | 0139 621-01004 6.000 EACH | 200.00000 1200.00| 204.00000 1224.00| 600.00000 3600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0140 621-02363 297204.000 SYS | 0.18000 53496.72| 0.18000 53496.72| 0.20000 59440.80 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0141 621-02770 3479.000 SYS | 1.10000 3826.90| 1.12000 3896.48| 0.98000 3409.42 EROSION CONTROL BLANKET | | | 0142 621-06559 243136.000 SYS | 0.27000 65646.72| 0.28000 68078.08| 0.28000 68078.08 MULCHED SEEDING, R | | | 0143 621-06567 51.000 kGAL | 1.00000 51.00| 1.02000 52.02| 1.00000 51.00 WATER | | | 0144 621-06570 16989.000 CYS | 1.00000 16989.00| 0.51000 8664.39| 0.50000 8494.50 TOPSOIL , FOR LANDSCAPING | | | 0145 621-06574 14107.000 SYS | 2.36000 33292.52| 2.87000 40487.09| 2.60000 36678.20 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -22 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 621-52448 11.000 EACH | 35.00000 385.00| 35.70000 392.70| 38.00000 418.00 SIGN, DO NOT SPRAY | | | 0147 628-09403 30.000 MOS | 1500.00000 45000.00| 2534.70000 76041.00| 2700.00000 81000.00 FIELD OFFICE, C | | | 0148 628-09407 30.000 MOS | 60.00000 1800.00| 216.24000 6487.20| 170.00000 5100.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0149 628-09408 60.000 MOS | 75.00000 4500.00| 235.62000 14137.20| 170.00000 10200.00 MOBILE LAPTOP COMPUTER SYSTEM , TWO EAC | | | 0150 628-09409 30.000 MOS | 100.00000 3000.00| 102.00000 3060.00| 110.00000 3300.00 MOBILE INTERNET SERVICE , TWO EACH | | | 0151 701-06011 8.000 EACH | 1500.00000 12000.00| 2252.16000 18017.28| 1200.00000 9600.00 DYNAMIC PILE LOAD TEST | | | 0152 701-09557 672.000 LFT | 65.00000 43680.00| 63.55000 42705.60| 63.00000 42336.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0153 701-09559 8.000 EACH | 750.00000 6000.00| 1136.41000 9091.28| 1500.00000 12000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0154 701-09662 14936.000 LFT | 63.00000 940968.00| 44.58000 665846.88| 44.00000 657184.00 PILE, STEEL PIPE, 0.250 IN, 14 IN | | | 0155 701-09665 8874.000 LFT | 67.00000 594558.00| 51.12000 453638.88| 52.00000 461448.00 PILE, STEEL PIPE, 0.375 IN, 14 IN | | | 0156 701-09679 127.000 EACH | 200.00000 25400.00| 370.27000 47024.29| 300.00000 38100.00 CONICAL PILE TIP, 14 IN | | | 0157 701-09998 4000.000 LFT | 26.35000 105400.00| 55.08000 220320.00| 26.00000 104000.00 VIBRATORY CONCRETE COLUMN | | | 0158 701-09999 1.000 EACH | 13500.00000 13500.00| 51000.00000 51000.00| 14000.00000 14000.00 VIBRATORY CONCRETE COLUMN LOAD TEST | | | 0159 701-10001 20.000 LFT | 75.00000 1500.00| 1.02000 20.40| 250.00000 5000.00 VIBRATORY CONCRETE COLUMN PRE-DRILLING | | | 0160 701-10002 600.000 SYS | 32.60000 19560.00| 20.40000 12240.00| 32.00000 19200.00 LOAD TRANSFER PLATFORM | | | 0162 702-51005 518.600 CYS | 550.00000 285230.00| 410.47000 212869.74| 540.00000 280044.00 CONCRETE, A, SUBSTRUCTURE | | | 0163 702-51015 414.700 CYS | 230.00000 95381.00| 207.44000 86025.37| 250.00000 103675.00 CONCRETE, B, FOOTINGS | | | 0164 702-51110 1288.000 LBS | 2.00000 2576.00| 2.56000 3297.28| 4.10000 5280.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0165 703-06028 87486.000 LBS | 0.85000 74363.10| 0.83000 72613.38| 0.89000 77862.54 REINFORCING BARS | | | 0166 703-06029 574241.000 LBS | 0.92000 528301.72| 0.91000 522559.31| 0.93000 534044.13 REINFORCING BARS, EPOXY COATED | | | 0167 704-51002 892.100 CYS | 350.00000 312235.00| 362.77000 323627.12| 470.00000 419287.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -23 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 706-05734 6.000 EACH | 1300.00000 7800.00| 2244.00000 13464.00| 2100.00000 12600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0169 706-08496 1585.000 SYS | 100.00000 158500.00| 74.59000 118225.15| 130.00000 206050.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0170 706-09545 2299.000 CYS | 22.50000 51727.50| 41.84000 96190.16| 30.00000 68970.00 COARSE AGGREGATE, NO 8 | | | 0171 706-51025 2075.000 LFT | 55.00000 114125.00| 66.08000 137116.00| 82.00000 170150.00 CONCRETE, C, RAILING | | | 0172 707-09383 2097.000 LFT | 500.00000 1048500.00| 242.45000 508417.65| 221.85000 465219.45 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 61" | | | 0173 709-07733 LUMP | 10000.00000 10000.00| 17544.00000 17544.00| 19000.00000 19000.00 ANTI-GRAFFITI COAT | | | 0174 709-51821 LUMP | 37800.00000 37800.00| 48072.60000 48072.60| 52000.00000 52000.00 SURFACE SEAL , MODIFIED | | | 0175 709-51821 LUMP | 10000.00000 10000.00| 22236.00000 22236.00| 24000.00000 24000.00 SURFACE SEAL , MODIFIED, STR NO 1 | | | 0176 709-51821 LUMP | 9000.00000 9000.00| 19533.00000 19533.00| 21000.00000 21000.00 SURFACE SEAL , MODIFIED, STR NO 2 | | | 0177 709-51821 LUMP | 1500.00000 1500.00| 2244.00000 2244.00| 2400.00000 2400.00 SURFACE SEAL , MODIFIED, STR NO 3 | | | 0178 709-51821 LUMP | 1500.00000 1500.00| 2244.00000 2244.00| 2400.00000 2400.00 SURFACE SEAL , MODIFIED, STR NO 4 | | | 0179 709-51821 LUMP | 2000.00000 2000.00| 2244.00000 2244.00| 2400.00000 2400.00 SURFACE SEAL , MODIFIED, STR NO 5 | | | 0180 713-04509 LUMP | 7500.00000 7500.00| 5100.00000 5100.00| 5000.00000 5000.00 TEMPORARY PIPE | | | 0181 714-06279 90.000 LFT | 300.00000 27000.00| 297.84000 26805.60| 290.00000 26100.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0182 714-08514 3464.600 SFT | 55.00000 190553.00| 50.03000 173333.94| 31.00000 107402.60 WINGWALL | | | 0183 714-44240 912.000 CYS | 450.00000 410400.00| 437.29000 398808.48| 570.00000 519840.00 CONCRETE, A, STRUCTURES | | | 0184 715-05019 701.000 LFT | 45.00000 31545.00| 73.44000 51481.44| 72.00000 50472.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0185 715-05032 1105.000 LFT | 20.00000 22100.00| 29.58000 32685.90| 29.00000 32045.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0186 715-05048 29516.000 LFT | 2.50000 73790.00| 3.21000 94746.36| 3.20000 94451.20 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0187 715-05053 3040.000 LFT | 9.00000 27360.00| 6.43000 19547.20| 6.30000 19152.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -24 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0188 715-05123 93.000 LFT | 32.00000 2976.00| 52.02000 4837.86| 51.00000 4743.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0189 715-05128 394.000 LFT | 70.00000 27580.00| 107.10000 42197.40| 110.00000 43340.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0190 715-05149 871.000 LFT | 20.00000 17420.00| 26.52000 23098.92| 26.00000 22646.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0191 715-05154 436.000 LFT | 30.00000 13080.00| 45.90000 20012.40| 45.00000 19620.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0192 715-05169 328.000 LFT | 22.00000 7216.00| 30.60000 10036.80| 30.00000 9840.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0193 715-05171 62.000 LFT | 25.00000 1550.00| 35.70000 2213.40| 35.00000 2170.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0194 715-06004 5.000 EACH | 1000.00000 5000.00| 1820.70000 9103.50| 1800.00000 9000.00 CONCRETE ANCHOR, 48 IN | | | 0195 715-26729 4.000 EACH | 2750.00000 11000.00| 3320.10000 13280.40| 3300.00000 13200.00 GRATED BOX END SECTION, II, 6:1,15 IN | | | 0196 715-46000 1.000 EACH | 275.00000 275.00| 566.10000 566.10| 560.00000 560.00 PIPE END SECTION, 12 IN | | | 0197 715-46005 20.000 EACH | 325.00000 6500.00| 586.50000 11730.00| 580.00000 11600.00 PIPE END SECTION, 15 IN | | | 0198 715-46010 2.000 EACH | 400.00000 800.00| 642.60000 1285.20| 630.00000 1260.00 PIPE END SECTION, 18 IN | | | 0199 715-46020 3.000 EACH | 675.00000 2025.00| 963.90000 2891.70| 950.00000 2850.00 PIPE END SECTION, 24 IN | | | 0200 715-46040 5.000 EACH | 900.00000 4500.00| 1229.10000 6145.50| 1200.00000 6000.00 PIPE END SECTION, 36 IN | | | 0201 718-06531 42.000 EACH | 375.00000 15750.00| 270.30000 11352.60| 270.00000 11340.00 OUTLET PROTECTOR, 3 | | | 0202 718-06532 3000.000 LFT | 0.65000 1950.00| 0.87000 2610.00| 0.65000 1950.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0203 718-52610 2728.000 CYS | 25.00000 68200.00| 25.50000 69564.00| 25.00000 68200.00 AGGREGATE FOR UNDERDRAINS | | | 0204 718-99153 30170.000 SYS | 1.00000 30170.00| 0.97000 29264.90| 0.95000 28661.50 GEOTEXTILES FOR UNDERDRAIN | | | 0205 720-01355 4.000 EACH | 350.00000 1400.00| 321.30000 1285.20| 320.00000 1280.00 INLET, CLEAN EXISTING | | | 0206 720-07302 5.000 EACH | 2500.00000 12500.00| 2448.00000 12240.00| 2400.00000 12000.00 INLET, TYPE HA, WITH SLOTTED DRAIN | | | 0207 720-09079 3.000 EACH | 1650.00000 4950.00| 2091.00000 6273.00| 2100.00000 6300.00 INLET, HA5, MODIFIED | | | 0208 720-45030 1.000 EACH | 950.00000 950.00| 1326.00000 1326.00| 1300.00000 1300.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -25 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0209 720-45035 1.000 EACH | 950.00000 950.00| 1341.30000 1341.30| 1300.00000 1300.00 INLET, F7 | | | 0210 720-45041 1.000 EACH | 1600.00000 1600.00| 2652.00000 2652.00| 2600.00000 2600.00 INLET, H5 | | | 0211 720-45042 2.000 EACH | 1450.00000 2900.00| 2142.00000 4284.00| 2100.00000 4200.00 INLET, HA5 | | | 0212 720-45065 8.000 EACH | 2400.00000 19200.00| 2448.00000 19584.00| 2400.00000 19200.00 INLET, N12 | | | 0213 720-45069 8.000 EACH | 2000.00000 16000.00| 2142.00000 17136.00| 2100.00000 16800.00 INLET, P12 | | | 0214 720-45260 1.000 EACH | 650.00000 650.00| 1224.00000 1224.00| 1200.00000 1200.00 PIPE CATCH BASIN, 12 IN | | | 0216 720-45410 1.000 EACH | 1500.00000 1500.00| 1632.00000 1632.00| 1600.00000 1600.00 MANHOLE, C4 | | | 0217 720-45510 1.000 EACH | 1600.00000 1600.00| 1734.00000 1734.00| 1700.00000 1700.00 MANHOLE, C4, MODIFIED | | | 0218 720-95422 1.000 EACH | 2050.00000 2050.00| 2652.00000 2652.00| 2600.00000 2600.00 MANHOLE, J4 | | | 0219 721-43145 1.000 EACH | 4600.00000 4600.00| 2550.00000 2550.00| 2500.00000 2500.00 AUTOMATIC DRAINAGE GATE, 42 IN X 42 IN | | | 0220 723-09320 272.000 LFT | 2500.00000 680000.00| 2814.00000 765408.00| 2000.00000 544000.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 168 IN | | | 0221 723-10028 160.000 LFT | 3000.00000 480000.00| 3126.24000 500198.40| 3700.00000 592000.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 180 IN. | | | 0222 731-93945 40324.000 SFT | 12.25000 493969.00| 15.22000 613731.28| 14.00000 564536.00 FACE PANELS, CONCRETE | | | 0223 731-93946 41912.000 SFT | 9.00000 377208.00| 6.04000 253148.48| 7.90000 331104.80 WALL ERECTION | | | 0224 731-93947 1834.000 LFT | 20.00000 36680.00| 16.34000 29967.56| 19.00000 34846.00 LEVELING PAD, CONCRETE | | | 0225 801-01093 6.000 EACH | 989.00000 5934.00| 1008.78000 6052.68| 990.00000 5940.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0226 801-01504 7.000 EACH | 66.00000 462.00| 67.32000 471.24| 66.00000 462.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0227 801-01505 3.000 EACH | 99.00000 297.00| 100.98000 302.94| 99.00000 297.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | (ONLY) | | | 0228 801-03290 6.000 EACH | 289.00000 1734.00| 294.78000 1768.68| 290.00000 1740.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -26 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0229 801-04308 10.000 EACH | 666.00000 6660.00| 679.32000 6793.20| 670.00000 6700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0230 801-06201 1320.000 SFT | 13.50000 17820.00| 13.77000 18176.40| 14.00000 18480.00 TEMPORARY PANEL SIGNS | | | 0231 801-06202 712.000 LFT | 14.00000 9968.00| 14.28000 10167.36| 14.00000 9968.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0232 801-06207 103828.000 LFT | 0.57000 59181.96| 0.58000 60220.24| 0.57000 59181.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0233 801-06218 60.000 LFT | 6.66000 399.60| 6.79000 407.40| 6.70000 402.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0234 801-06469 7262.000 LFT | 1.15000 8351.30| 1.17000 8496.54| 1.20000 8714.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN | | | 0235 801-06625 70.000 EACH | 85.00000 5950.00| 86.70000 6069.00| 85.00000 5950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0236 801-06640 49.000 EACH | 245.00000 12005.00| 249.90000 12245.10| 250.00000 12250.00 CONSTRUCTION SIGN, A | | | 0237 801-06645 19.000 EACH | 145.00000 2755.00| 147.90000 2810.10| 150.00000 2850.00 CONSTRUCTION SIGN, B | | | 0238 801-06710 886.000 DAY | 10.00000 8860.00| 10.20000 9037.20| 10.00000 8860.00 FLASHING ARROW SIGN | | | 0239 801-06775 LUMP | 1000000.00000 1000000.00| 225540.04000 225540.04| 800000.00000 800000.00 MAINTAINING TRAFFIC | | | 0240 801-07119 924.000 LFT | 6.00000 5544.00| 6.12000 5654.88| 6.00000 5544.00 BARRICADE, III-B | | | 0241 801-07606 1022.000 LFT | 10.00000 10220.00| 40.80000 41697.60| 40.00000 40880.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0242 801-08401 3200.000 LFT | 17.50000 56000.00| 15.30000 48960.00| 17.00000 54400.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0243 801-08508 3760.000 LFT | 20.00000 75200.00| 26.53000 99752.80| 34.00000 127840.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0244 801-09133 4.000 EACH | 7700.00000 30800.00| 7854.00000 31416.00| 7700.00000 30800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0245 801-52817 2.000 EACH | 15000.00000 30000.00| 6000.00000 12000.00| 38000.00000 76000.00 TEMPORARY CROSSOVER, B | | | 0246 801-53072 LUMP | 17444.00000 17444.00| 17792.88000 17792.88| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL | | | 0247 801-97643 1746.000 LFT | 5.00000 8730.00| 7.65000 13356.90| 3.40000 5936.40 TEMPORARY BUZZ STRIPS | | | 0248 802-04314 26.000 EACH | 142.00000 3692.00| 144.84000 3765.84| 140.00000 3640.00 SIGN , LIMITED ACCESS HIGHWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -27 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0249 802-04893 22.000 EACH | 156.00000 3432.00| 159.12000 3500.64| 160.00000 3520.00 REFERENCE POST | | | 0250 802-05701 362.000 LFT | 12.00000 4344.00| 12.24000 4430.88| 12.00000 4344.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0251 802-05702 736.000 LFT | 11.50000 8464.00| 11.73000 8633.28| 12.00000 8832.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0252 802-05706 35.000 LFT | 13.00000 455.00| 13.26000 464.10| 13.00000 455.00 SIGN POST, SQUARE, TYPE 3, UNREINFORCED | | | ANCHOR BASE | | | 0253 802-07057 2396.000 SFT | 13.50000 32346.00| 13.77000 32992.92| 14.00000 33544.00 SIGN, PANEL, WITH LEGEND | | | 0254 802-07151 12.000 EACH | 219.00000 2628.00| 223.38000 2680.56| 220.00000 2640.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0255 802-07154 12.000 EACH | 263.00000 3156.00| 268.26000 3219.12| 260.00000 3120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0256 802-09577 3.000 EACH | 29699.00000 89097.00| 30292.98000 90878.94| 30000.00000 90000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0257 802-09581 3.000 EACH | 6605.00000 19815.00| 6737.10000 20211.30| 6600.00000 19800.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0258 802-09838 210.000 SFT | 16.00000 3360.00| 16.32000 3427.20| 16.00000 3360.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0259 802-09840 488.000 SFT | 16.50000 8052.00| 16.83000 8213.04| 17.00000 8296.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0260 802-09842 33.000 SFT | 17.50000 577.50| 17.85000 589.05| 18.00000 594.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0261 802-76095 8636.000 LBS | 2.00000 17272.00| 2.04000 17617.44| 2.00000 17272.00 STRUCTURAL STEEL, BREAKAWAY | | | 0262 804-06770 6.000 EACH | 20.00000 120.00| 20.40000 122.40| 20.00000 120.00 DELINEATOR POST | | | 0263 804-06771 100.000 EACH | 30.00000 3000.00| 30.60000 3060.00| 30.00000 3000.00 DELINEATOR POST, FLEXIBLE | | | 0264 805-01300 3.000 EACH | 2102.00000 6306.00| 2144.04000 6432.12| 2100.00000 6300.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -28 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 805-01879 1.000 EACH | 914.00000 914.00| 932.28000 932.28| 910.00000 910.00 SIGNAL SERVICE, INSTALL | | | 0266 805-02087 LUMP | 741.00000 741.00| 755.82000 755.82| 740.00000 740.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0267 805-06600 100.000 LFT | 21.00000 2100.00| 21.42000 2142.00| 21.00000 2100.00 CONDUIT, PVC, 3 IN. | | | 0268 805-93755 1.000 EACH | 1223.00000 1223.00| 1247.46000 1247.46| 1200.00000 1200.00 SIGNAL POLE, WOOD, CLASS 5, 30FT | | | 0269 807-04651 500.000 LFT | 8.00000 4000.00| 8.16000 4080.00| 8.00000 4000.00 WIRE, , 3-1C, XHHW, NO 2 COPPER | | | 0270 807-06595 980.000 LFT | 10.50000 10290.00| 10.71000 10495.80| 11.00000 10780.00 CONDUIT, PVC, 2 IN. | | | 0271 807-78590 2.000 EACH | 914.00000 1828.00| 932.28000 1864.56| 910.00000 1820.00 HANDHOLE , ATMS | | | 0273 808-01328 2.000 EACH | 244.00000 488.00| 248.88000 497.76| 240.00000 480.00 PAVEMENT MESSAGE MARKING, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0274 808-06716 4759.000 LFT | 0.56000 2665.04| 0.57000 2712.63| 0.56000 2665.04 LINE, REMOVE | | | 0275 808-75996 238.000 EACH | 16.65000 3962.70| 5.10000 1213.80| 5.90000 1404.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0276 808-75998 631.000 EACH | 5.00000 3155.00| 13.56000 8556.36| 13.00000 8203.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0286 202-51330 LUMP | 100000.00000 100000.00| 58992.72000 58992.72| 41000.00000 41000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 1 | | | 0287 202-51330 LUMP | 100000.00000 100000.00| 148963.86000 148963.86| 37000.00000 37000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 3 | | | 0288 202-51330 LUMP | 15593.47000 15593.47| 61108.20000 61108.20| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE , BRIDGE 5 | | | 0289 731-07016 1589.000 SFT | 20.00000 31780.00| 30.16000 47924.24| 14.00000 22246.00 FACE PANELS, WIRE | | | 0290 807-04651 500.000 LFT | 1.60000 800.00| 1.63000 815.00| 1.60000 800.00 WIRE, , XHHW, 1-1C, XHHW, NO 6 COPPER | | | 0291 702-51100 360.000 LBS | 2.00000 720.00| 3.30000 1188.00| 7.30000 2628.00 DRAIN PIPE, CAST IRON, 6 IN | | | SECTION TOTALS | $ 16,775,835.78| $ 16,972,037.02| $ 17,259,968.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 ADMINISTRATIVE ITEMS | | | 0277 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 150 -29 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : IR-28974-A COUNTIES : HAMILTON LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1139301 |( 6 ) 35-0918397 |CRIDER & CRIDER INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0278 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0279 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0280 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0281 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0282 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0283 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0284 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0285 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 9.00| $ 9.00| $ 9.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,765,498.38| $ 20,115,128.58| $ 20,563,052.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 11/11/11 LOCATION : ALONG US 31, NORTHEAST OF CR 525S AND CR 800E PROJECT(S) : 0710796 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1844393 J F NEW & ASSOCIATES INC $ 647,697.56 100.0000% 2 35-1841857 CRI CONSTRUCTION INC $ 777,544.80 120.0475% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 785,246.82 121.2366% 4 38-2608342 ANDERSON FISCHER & ASSOCIATES INC $ 894,747.39 138.1428% 5 35-1817530 PIONEER ASSOCIATES INC $ 901,713.75 139.2183% 6 35-1185040 NIBLOCK EXCAVATING INC $ 934,273.75 144.2454% 7 34-1572955 DEITERING LANDSCAPING INC $ 1,032,646.85 159.4335% 8 35-1636776 LINKEL COMPANY $ 1,395,219.00 215.4121% 9 35-1817574 YARDBERRY LANDSCAPE $ 1,739,505.50 268.5676% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -2 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1844393 |( 2 ) 35-1841857 |( 3 ) 35-0918397 |J F NEW & ASSOCIATES INC |CRI CONSTRUCTION INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 7225.00000 7225.00| 12000.00000 12000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 250.00000 250.00| 450.00000 450.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 50.00000 400.00| 400.00000 3200.00| 100.00000 800.00 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 110-01001 LUMP | 97362.20000 97362.20| 35000.00000 35000.00| 174800.00000 174800.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 203-02000 18144.000 CYS | 9.23000 167469.12| 6.00000 108864.00| 8.50000 154224.00 EXCAVATION, COMMON | | | 0009 205-06937 10700.000 LFT | 1.66000 17762.00| 1.50000 16050.00| 2.00000 21400.00 TEMPORARY SILT FENCE | | | 0010 205-09543 100.000 TON | 33.62000 3362.00| 45.00000 4500.00| 50.00000 5000.00 NO 2 STONE | | | 0011 210-07855 5.000 EACH | 894.77000 4473.85| 4200.00000 21000.00| 1230.00000 6150.00 MONITORING , WELL, WETLAND | | | 0012 212-06282 2654.000 CYS | 11.43000 30335.22| 9.00000 23886.00| 8.50000 22559.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0013 303-03096 98.000 TON | 65.59000 6427.82| 105.00000 10290.00| 130.00000 12740.00 RIVER ROCK , RIFFLE | | | 0014 616-02320 129.000 SYS | 7.48000 964.92| 7.00000 903.00| 40.00000 5160.00 GEOTEXTILES | | | 0015 616-06405 99.000 TON | 100.25000 9924.75| 89.00000 8811.00| 200.00000 19800.00 RIPRAP, REVETMENT | | | 0016 621-02318 690.000 LBS | 17.61000 12150.90| 47.00000 32430.00| 21.02000 14503.80 SEED MIXTURE, PRAIRIE GRASS | | | 0017 621-02770 18321.000 SYS | 1.87000 34260.27| 1.80000 32977.80| 2.25000 41222.25 EROSION CONTROL BLANKET | | | 0018 621-09400 644.000 LBS | 37.69000 24272.36| 95.00000 61180.00| 45.08000 29031.52 SEED MIXTURE, SEDGE MEADOW , EMERGENT | | | 0019 621-09400 2553.000 LBS | 23.34000 59587.02| 44.00000 112332.00| 27.89000 71203.17 SEED MIXTURE, SEDGE MEADOW , FORESTED | | | WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -3 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1844393 |( 2 ) 35-1841857 |( 3 ) 35-0918397 |J F NEW & ASSOCIATES INC |CRI CONSTRUCTION INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 622-05654 10871.000 EACH | 2.50000 27177.50| 4.00000 43484.00| 3.03000 32939.13 PLANT, PERENNIAL | | | 0021 622-52436 21.000 EACH | 75.00000 1575.00| 150.00000 3150.00| 90.00000 1890.00 SIGN, DO NOT MOW OR SPRAY | | | 0022 622-91786 2075.000 EACH | 4.36000 9047.00| 22.00000 45650.00| 5.23000 10852.25 SEEDLING , DECIDUOUS SHRUB, SINGLE STEM | | | 0023 622-91786 26450.000 EACH | 4.61000 121934.50| 7.00000 185150.00| 5.53000 146268.50 SEEDLING , DECIDUOUS TREE, SINGLE STEM | | | 0024 628-09402 8.000 MOS | 1250.00000 10000.00| 1800.00000 14400.00| 1250.00000 10000.00 FIELD OFFICE, B | | | 0025 703-06028 917.000 LBS | 1.89000 1733.13| 2.00000 1834.00| 0.60000 550.20 REINFORCING BARS | | | SECTION TOTALS | $ 647,697.56| $ 777,544.80| $ 785,246.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 647,697.56| $ 777,544.80| $ 785,246.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -4 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2608342 |( 5 ) 35-1817530 |( 6 ) 35-1185040 |ANDERSON FISCHER & ASSOCIATE |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 80.00000 640.00| 150.00000 1200.00| 75.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 110-01001 LUMP | 101375.00000 101375.00| 65000.00000 65000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 203-02000 18144.000 CYS | 9.09000 164928.96| 16.20000 293932.80| 12.00000 217728.00 EXCAVATION, COMMON | | | 0009 205-06937 10700.000 LFT | 2.45000 26215.00| 1.65000 17655.00| 1.24000 13268.00 TEMPORARY SILT FENCE | | | 0010 205-09543 100.000 TON | 37.24000 3724.00| 55.00000 5500.00| 46.00000 4600.00 NO 2 STONE | | | 0011 210-07855 5.000 EACH | 500.00000 2500.00| 700.00000 3500.00| 1500.00000 7500.00 MONITORING , WELL, WETLAND | | | 0012 212-06282 2654.000 CYS | 11.30000 29990.20| 7.00000 18578.00| 12.75000 33838.50 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0013 303-03096 98.000 TON | 95.07000 9316.86| 110.00000 10780.00| 155.00000 15190.00 RIVER ROCK , RIFFLE | | | 0014 616-02320 129.000 SYS | 8.68000 1119.72| 14.00000 1806.00| 15.00000 1935.00 GEOTEXTILES | | | 0015 616-06405 99.000 TON | 46.52000 4605.48| 119.00000 11781.00| 140.00000 13860.00 RIPRAP, REVETMENT | | | 0016 621-02318 690.000 LBS | 35.40000 24426.00| 45.00000 31050.00| 38.50000 26565.00 SEED MIXTURE, PRAIRIE GRASS | | | 0017 621-02770 18321.000 SYS | 1.10000 20153.10| 2.20000 40306.20| 1.05000 19237.05 EROSION CONTROL BLANKET | | | 0018 621-09400 644.000 LBS | 58.00000 37352.00| 105.00000 67620.00| 101.00000 65044.00 SEED MIXTURE, SEDGE MEADOW , EMERGENT | | | 0019 621-09400 2553.000 LBS | 41.00000 104673.00| 45.00000 114885.00| 48.50000 123820.50 SEED MIXTURE, SEDGE MEADOW , FORESTED | | | WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -5 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2608342 |( 5 ) 35-1817530 |( 6 ) 35-1185040 |ANDERSON FISCHER & ASSOCIATE |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 622-05654 10871.000 EACH | 5.46000 59355.66| 3.75000 40766.25| 3.95000 42940.45 PLANT, PERENNIAL | | | 0021 622-52436 21.000 EACH | 75.00000 1575.00| 150.00000 3150.00| 35.00000 735.00 SIGN, DO NOT MOW OR SPRAY | | | 0022 622-91786 2075.000 EACH | 9.30000 19297.50| 5.00000 10375.00| 10.10000 20957.50 SEEDLING , DECIDUOUS SHRUB, SINGLE STEM | | | 0023 622-91786 26450.000 EACH | 9.30000 245985.00| 5.00000 132250.00| 10.10000 267145.00 SEEDLING , DECIDUOUS TREE, SINGLE STEM | | | 0024 628-09402 8.000 MOS | 1800.00000 14400.00| 2500.00000 20000.00| 1750.00000 14000.00 FIELD OFFICE, B | | | 0025 703-06028 917.000 LBS | 3.23000 2961.91| 1.50000 1375.50| 7.75000 7106.75 REINFORCING BARS | | | SECTION TOTALS | $ 894,747.39| $ 901,713.75| $ 934,273.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 894,747.39| $ 901,713.75| $ 934,273.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -6 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 34-1572955 |( 8 ) 35-1636776 |( 9 ) 35-1817574 |DEITERING LANDSCAPING INC |LINKEL COMPANY |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 75000.00000 75000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 250.00000 250.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 75.00000 600.00| 150.00000 1200.00| 150.00000 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 110-01001 LUMP | 30000.00000 30000.00| 85000.00000 85000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 203-02000 18144.000 CYS | 15.00000 272160.00| 18.00000 326592.00| 24.00000 435456.00 EXCAVATION, COMMON | | | 0009 205-06937 10700.000 LFT | 1.60000 17120.00| 4.00000 42800.00| 2.50000 26750.00 TEMPORARY SILT FENCE | | | 0010 205-09543 100.000 TON | 50.00000 5000.00| 50.00000 5000.00| 60.00000 6000.00 NO 2 STONE | | | 0011 210-07855 5.000 EACH | 250.00000 1250.00| 7500.00000 37500.00| 800.00000 4000.00 MONITORING , WELL, WETLAND | | | 0012 212-06282 2654.000 CYS | 5.75000 15260.50| 30.00000 79620.00| 25.00000 66350.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0013 303-03096 98.000 TON | 100.00000 9800.00| 50.00000 4900.00| 100.00000 9800.00 RIVER ROCK , RIFFLE | | | 0014 616-02320 129.000 SYS | 12.25000 1580.25| 2.00000 258.00| 6.00000 774.00 GEOTEXTILES | | | 0015 616-06405 99.000 TON | 100.00000 9900.00| 50.00000 4950.00| 90.00000 8910.00 RIPRAP, REVETMENT | | | 0016 621-02318 690.000 LBS | 40.00000 27600.00| 19.00000 13110.00| 110.00000 75900.00 SEED MIXTURE, PRAIRIE GRASS | | | 0017 621-02770 18321.000 SYS | 1.10000 20153.10| 2.00000 36642.00| 1.50000 27481.50 EROSION CONTROL BLANKET | | | 0018 621-09400 644.000 LBS | 55.00000 35420.00| 82.00000 52808.00| 158.00000 101752.00 SEED MIXTURE, SEDGE MEADOW , EMERGENT | | | 0019 621-09400 2553.000 LBS | 55.00000 140415.00| 50.00000 127650.00| 128.00000 326784.00 SEED MIXTURE, SEDGE MEADOW , FORESTED | | | WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 170 -7 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-30145-A COUNTIES : LAPORTE LETTING DATE : 02/23/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 34-1572955 |( 8 ) 35-1636776 |( 9 ) 35-1817574 |DEITERING LANDSCAPING INC |LINKEL COMPANY |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 622-05654 10871.000 EACH | 10.00000 108710.00| 6.00000 65226.00| 12.00000 130452.00 PLANT, PERENNIAL | | | 0021 622-52436 21.000 EACH | 45.00000 945.00| 100.00000 2100.00| 50.00000 1050.00 SIGN, DO NOT MOW OR SPRAY | | | 0022 622-91786 2075.000 EACH | 10.50000 21787.50| 23.00000 47725.00| 55.00000 114125.00 SEEDLING , DECIDUOUS SHRUB, SINGLE STEM | | | 0023 622-91786 26450.000 EACH | 11.00000 290950.00| 14.00000 370300.00| 10.00000 264500.00 SEEDLING , DECIDUOUS TREE, SINGLE STEM | | | 0024 628-09402 8.000 MOS | 1750.00000 14000.00| 1500.00000 12000.00| 2400.00000 19200.00 FIELD OFFICE, B | | | 0025 703-06028 917.000 LBS | 2.50000 2292.50| 5.00000 4585.00| 4.00000 3668.00 REINFORCING BARS | | | SECTION TOTALS | $ 1,032,646.85| $ 1,395,219.00| $ 1,739,505.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,032,646.85| $ 1,395,219.00| $ 1,739,505.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REPLACEMENT AND ROAD RECONSTRUCTION COMPLETION DATE : 10/01/11 LOCATION : ON EAST 75TH STREET OVER I-465 PROJECT(S) : 0710307 0800100 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 5,533,240.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 5,628,404.00 101.7199% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,208,118.21 112.1968% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -2 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 33000.00000 33000.00| 30067.80000 30067.80| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 276.36000 829.08| 350.00000 1050.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 75.00000 2700.00| 88.43000 3183.48| 75.00000 2700.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 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 | 244702.23000 244702.23| 280000.00000 280000.00| 310405.91000 310405.91 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 7000.00000 7000.00| 8862.00000 8862.00| 11000.00000 11000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 56000.00000 56000.00| 168000.00000 168000.00| 186243.54000 186243.54 CLEARING RIGHT OF WAY | | | 0015 202-02240 1236.000 SYS | 16.00000 19776.00| 15.00000 18540.00| 20.00000 24720.00 PAVEMENT REMOVAL | | | 0016 202-51330 LUMP | 400000.00000 400000.00| 153856.99000 153856.99| 240000.00000 240000.00 PRESENT STRUCTURE, REMOVE | | | 0017 202-90747 271.000 LFT | 27.00000 7317.00| 15.00000 4065.00| 50.00000 13550.00 RETAINING WALL, REMOVE | | | 0018 202-91840 335.000 LFT | 2.00000 670.00| 3.50000 1172.50| 5.00000 1675.00 FENCE, CHAIN LINK, REMOVE | | | 0019 202-94793 145.000 LFT | 20.00000 2900.00| 22.00000 3190.00| 50.00000 7250.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -3 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02000 18690.000 CYS | 10.00000 186900.00| 11.20000 209328.00| 10.00000 186900.00 EXCAVATION, COMMON | | | 0021 205-06931 33.000 TON | 40.00000 1320.00| 43.00000 1419.00| 60.00000 1980.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 3.000 EACH | 70.00000 210.00| 70.00000 210.00| 100.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 3329.000 LFT | 2.00000 6658.00| 1.25000 4161.25| 1.22000 4061.38 TEMPORARY SILT FENCE | | | 0024 205-09543 200.000 TON | 27.00000 5400.00| 30.00000 6000.00| 30.00000 6000.00 NO 2 STONE | | | 0025 206-51230 424.000 CYS | 17.50000 7420.00| 22.00000 9328.00| 20.00000 8480.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08263 19105.000 SYS | 5.25000 100301.25| 6.50000 124182.50| 5.50000 105077.50 SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 1595.000 SYS | 15.00000 23925.00| 8.30000 13238.50| 18.00000 28710.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 3695.000 CYS | 19.00000 70205.00| 19.00000 70205.00| 30.00000 110850.00 B BORROW | | | 0029 211-09264 1662.000 CYS | 19.40000 32242.80| 21.00000 34902.00| 25.00000 41550.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0030 211-09266 6842.000 CYS | 19.40000 132734.80| 20.00000 136840.00| 30.00000 205260.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0031 302-06464 260.000 CYS | 43.00000 11180.00| 56.00000 14560.00| 75.00000 19500.00 SUBBASE FOR PCCP | | | 0032 302-07455 100.000 CYS | 85.00000 8500.00| 70.00000 7000.00| 75.00000 7500.00 DENSE GRADED SUBBASE | | | 0033 303-08210 1128.000 TON | 27.00000 30456.00| 27.00000 30456.00| 30.00000 33840.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0034 306-08034 4123.000 SYS | 2.90000 11956.70| 2.50000 10307.50| 5.00000 20615.00 MILLING, ASPHALT, 1 1/2 IN | | | 0035 306-08037 402.000 SYS | 3.30000 1326.60| 3.90000 1567.80| 5.00000 2010.00 MILLING, ASPHALT, 3 IN | | | 0036 306-08043 1160.000 SYS | 3.85000 4466.00| 3.00000 3480.00| 5.00000 5800.00 MILLING, TRANSITION | | | 0037 401-06264 LUMP | 1800.00000 1800.00| 1050.00000 1050.00| 1050.00000 1050.00 PROFILOGRAPH, HMA | | | 0038 401-07321 1431.000 TON | 60.00000 85860.00| 56.30000 80565.30| 56.30000 80565.30 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0039 401-07390 2299.000 TON | 50.00000 114950.00| 47.65000 109547.35| 47.65000 109547.35 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0040 401-07407 7343.000 TON | 43.00000 315749.00| 41.95000 308038.85| 41.95000 308038.85 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -4 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07433 341.000 TON | 59.00000 20119.00| 59.65000 20340.65| 59.65000 20340.65 HMA SURFACE, TYPE B | | | 0042 402-07441 60.000 TON | 135.00000 8100.00| 112.10000 6726.00| 85.00000 5100.00 HMA BASE, TYPE B | | | 0043 402-07453 243.000 TON | 105.00000 25515.00| 82.01000 19928.43| 156.28000 37976.04 HMA FOR TEMPORARY PAVEMENT | | | 0044 406-05520 21.570 TON | 460.00000 9922.20| 505.00000 10892.85| 505.00000 10892.85 ASPHALT FOR TACK COAT | | | 0045 502-06330 1038.000 SYS | 46.00000 47748.00| 40.95000 42506.10| 62.00000 64356.00 PCCP, 13 IN | | | 0046 503-05240 1258.000 LFT | 12.00000 15096.00| 15.78000 19851.24| 15.00000 18870.00 D-1 CONTRACTION JOINT | | | 0047 601-01522 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-01846 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0049 601-02241 1923.000 LFT | 3.00000 5769.00| 3.00000 5769.00| 3.00000 5769.00 GUARDRAIL, REMOVE | | | 0050 601-06234 4.000 EACH | 10800.00000 43200.00| 10800.00000 43200.00| 10800.00000 43200.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0051 601-07009 1.000 EACH | 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0052 601-99105 306.250 LFT | 17.00000 5206.25| 17.00000 5206.25| 17.00000 5206.25 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0053 602-06729 67.000 EACH | 12.00000 804.00| 8.00000 536.00| 12.00000 804.00 BARRIER DELINEATOR | | | 0054 603-06045 258.000 LFT | 16.00000 4128.00| 16.00000 4128.00| 16.00000 4128.00 FENCE, CHAIN LINK, 48 IN | | | 0055 604-07894 12.000 SYS | 155.00000 1860.00| 163.55000 1962.60| 95.00000 1140.00 CURB RAMP, CONCRETE, A | | | 0056 604-07896 84.000 SYS | 130.00000 10920.00| 118.55000 9958.20| 95.00000 7980.00 CURB RAMP, CONCRETE, B | | | 0057 604-07898 8.000 SYS | 160.00000 1280.00| 153.55000 1228.40| 95.00000 760.00 CURB RAMP, CONCRETE, D | | | 0058 604-07903 26.000 SYS | 150.00000 3900.00| 153.55000 3992.30| 95.00000 2470.00 CURB RAMP, CONCRETE, K | | | 0059 604-07904 10.000 SYS | 180.00000 1800.00| 198.55000 1985.50| 95.00000 950.00 CURB RAMP, CONCRETE, L | | | 0060 604-91531 1526.000 SYS | 44.00000 67144.00| 32.53000 49640.78| 34.00000 51884.00 SIDEWALK, CONCRETE, 4 IN | | | 0061 604-91531 138.000 SYS | 49.00000 6762.00| 52.29000 7216.02| 34.00000 4692.00 SIDEWALK, CONCRETE, 4 IN , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -5 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 604-95344 254.000 LFT | 148.00000 37592.00| 148.00000 37592.00| 148.00000 37592.00 HANDRAIL, PEDESTRIAN | | | 0063 605-06120 845.000 LFT | 35.00000 29575.00| 21.00000 17745.00| 13.00000 10985.00 CURB, CONCRETE | | | 0064 605-06145 76.000 LFT | 47.00000 3572.00| 30.00000 2280.00| 30.00000 2280.00 CURB AND GUTTER, B, CONCRETE | | | 0065 605-06150 4183.000 LFT | 14.60000 61071.80| 15.00000 62745.00| 13.00000 54379.00 CURB AND GUTTER, C, CONCRETE | | | 0066 609-06259 572.000 SYS | 80.00000 45760.00| 61.26000 35040.72| 90.00000 51480.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0067 610-07487 249.000 TON | 95.00000 23655.00| 70.20000 17479.80| 70.20000 17479.80 HMA FOR APPROACHES, TYPE B | | | 0068 610-08446 678.000 SYS | 40.00000 27120.00| 31.00000 21018.00| 38.00000 25764.00 PCCP FOR APPROACHES, 6 IN | | | 0069 610-09108 522.000 SYS | 51.00000 26622.00| 34.00000 17748.00| 42.00000 21924.00 PCCP FOR APPROACHES, 9 IN | | | 0070 611-06497 10.000 EACH | 170.00000 1700.00| 170.00000 1700.00| 170.00000 1700.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 615-06505 5.000 EACH | 610.00000 3050.00| 610.00000 3050.00| 610.00000 3050.00 MONUMENT, B | | | 0072 615-06527 1.000 EACH | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 MONUMENT, SECTION CORNER | | | 0073 616-02320 481.000 SYS | 1.20000 577.20| 3.00000 1443.00| 3.00000 1443.00 GEOTEXTILES | | | 0074 616-06405 286.000 TON | 40.00000 11440.00| 35.00000 10010.00| 25.00000 7150.00 RIPRAP, REVETMENT | | | 0075 616-51367 36.000 SYS | 60.00000 2160.00| 75.00000 2700.00| 45.00000 1620.00 SLOPEWALL, CONCRETE, 4 IN | | | 0076 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0077 621-02770 220.000 SYS | 1.70000 374.00| 1.70000 374.00| 2.55000 561.00 EROSION CONTROL BLANKET | | | 0078 621-06545 0.310 TON | 500.00000 155.00| 500.00000 155.00| 1098.00000 340.38 FERTILIZER | | | 0079 621-06557 250.520 LBS | 4.49000 1124.83| 4.50000 1127.34| 2.18000 546.13 SEED MIXTURE, T | | | 0080 621-06565 6.260 TON | 220.00000 1377.20| 220.00000 1377.20| 377.00000 2360.02 MULCHING MATERIAL | | | 0081 621-06575 15628.000 SYS | 3.20000 50009.60| 3.40000 53135.20| 2.56000 40007.68 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -6 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 628-09403 12.000 MOS | 2200.00000 26400.00| 2200.00000 26400.00| 3000.00000 36000.00 FIELD OFFICE, C | | | 0083 628-09407 36.000 MOS | 200.00000 7200.00| 175.00000 6300.00| 300.00000 10800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0084 701-06011 3.000 EACH | 2100.00000 6300.00| 1550.00000 4650.00| 2000.00000 6000.00 DYNAMIC PILE LOAD TEST | | | 0085 701-09557 188.000 LFT | 35.00000 6580.00| 70.50000 13254.00| 70.00000 13160.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0086 701-09559 3.000 EACH | 1700.00000 5100.00| 1550.00000 4650.00| 2000.00000 6000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0087 701-09770 64.000 EACH | 120.00000 7680.00| 135.00000 8640.00| 150.00000 9600.00 PILE SHOE, HP 14 X 73 | | | 0088 701-93575 3226.000 LFT | 60.00000 193560.00| 58.00000 187108.00| 60.00000 193560.00 PILE, STEEL H, HP 14 IN X 73 | | | 0089 702-51005 285.000 CYS | 590.00000 168150.00| 520.00000 148200.00| 400.00000 114000.00 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51015 148.000 CYS | 270.00000 39960.00| 200.00000 29600.00| 300.00000 44400.00 CONCRETE, B, FOOTINGS | | | 0091 702-90915 59.000 CYS | 470.00000 27730.00| 445.00000 26255.00| 400.00000 23600.00 CONCRETE, CLASS A | | | 0092 703-06028 40669.000 LBS | 0.77000 31315.13| 0.80000 32535.20| 0.90000 36602.10 REINFORCING BARS | | | 0093 703-06029 332081.000 LBS | 0.81000 268985.61| 0.87000 288910.47| 1.00000 332081.00 REINFORCING BARS, EPOXY COATED | | | 0094 704-51002 865.000 CYS | 415.00000 358975.00| 360.00000 311400.00| 375.00000 324375.00 CONCRETE, C, SUPERSTRUCTURE | | | 0095 706-05734 1.000 EACH | 1800.00000 1800.00| 3200.00000 3200.00| 2500.00000 2500.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0096 706-06342 567.000 LFT | 90.00000 51030.00| 85.00000 48195.00| 85.00000 48195.00 RAILING, PS-1 | | | 0097 706-06353 4.000 EACH | 3200.00000 12800.00| 2890.00000 11560.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 , MODIFIED | | | 0098 706-08502 1199.000 SYS | 100.00000 119900.00| 109.00000 130691.00| 150.00000 179850.00 REINFORCED CONCRETE MOMENT SLAB, 15 IN | | | 0099 706-09545 221.000 CYS | 60.00000 13260.00| 44.00000 9724.00| 100.00000 22100.00 COARSE AGGREGATE, NO 8 | | | 0100 706-51020 219.000 CYS | 420.00000 91980.00| 452.00000 98988.00| 500.00000 109500.00 CONCRETE, C, RAILING | | | 0101 707-09848 1992.000 LFT | 280.00000 557760.00| 325.00000 647400.00| 400.00000 796800.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM , 66 IN. X 61 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -7 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 709-07733 LUMP | 7040.00000 7040.00| 7040.00000 7040.00| 7040.00000 7040.00 ANTI-GRAFFITI COAT | | | 0103 709-51821 LUMP | 9560.00000 9560.00| 9560.00000 9560.00| 9560.00000 9560.00 SURFACE SEAL | | | 0104 709-51821 LUMP | 39940.00000 39940.00| 39940.00000 39940.00| 39940.00000 39940.00 SURFACE SEAL , MODIFIED | | | 0105 715-05019 166.000 LFT | 82.00000 13612.00| 50.00000 8300.00| 60.00000 9960.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0106 715-05032 184.000 LFT | 30.00000 5520.00| 40.00000 7360.00| 50.00000 9200.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0107 715-05048 284.000 LFT | 9.00000 2556.00| 6.00000 1704.00| 15.00000 4260.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0108 715-05149 2579.000 LFT | 20.00000 51580.00| 25.00000 64475.00| 35.00000 90265.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0109 715-05152 341.000 LFT | 32.00000 10912.00| 35.00000 11935.00| 45.00000 15345.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0110 715-05169 88.000 LFT | 45.00000 3960.00| 33.00000 2904.00| 40.00000 3520.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0111 715-05217 112.000 LFT | 65.00000 7280.00| 59.00000 6608.00| 50.00000 5600.00 PIPE, TYPE 5, CIRCULAR, 12 IN | | | 0112 715-05411 193.000 LFT | 45.00000 8685.00| 100.00000 19300.00| 50.00000 9650.00 PIPE, SANITARY SEWER, 12 IN | | | 0113 715-08305 27.000 TON | 120.00000 3240.00| 130.00000 3510.00| 118.75000 3206.25 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0114 715-09064 3018.000 LFT | 1.40000 4225.20| 1.20000 3621.60| 1.20000 3621.60 VIDEO INSPECTION FOR PIPE | | | 0115 715-09113 61.000 LFT | 58.00000 3538.00| 37.00000 2257.00| 40.00000 2440.00 PIPE, TYPE 3, DEFORMED, MIN AREA 1.6 SF | | | 0116 715-46000 7.000 EACH | 380.00000 2660.00| 323.00000 2261.00| 450.00000 3150.00 PIPE END SECTION, 12 IN | | | 0117 715-46005 4.000 EACH | 480.00000 1920.00| 344.00000 1376.00| 500.00000 2000.00 PIPE END SECTION, 15 IN | | | 0118 715-46040 2.000 EACH | 1100.00000 2200.00| 935.00000 1870.00| 1200.00000 2400.00 PIPE END SECTION, 36 IN | | | 0119 715-46050 4.000 EACH | 350.00000 1400.00| 470.00000 1880.00| 500.00000 2000.00 PIPE END SECTION, MIN AREA 1.6 SF | | | 0120 718-52610 45.000 CYS | 33.00000 1485.00| 46.00000 2070.00| 75.00000 3375.00 AGGREGATE FOR UNDERDRAINS | | | 0121 718-99153 296.000 SYS | 0.55000 162.80| 2.70000 799.20| 3.00000 888.00 GEOTEXTILES FOR UNDERDRAIN | | | 0122 720-09994 1.000 EACH | 480.00000 480.00| 370.00000 370.00| 500.00000 500.00 CASTING ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -8 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 720-44025 7.000 EACH | 590.00000 4130.00| 1250.00000 8750.00| 1000.00000 7000.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0124 720-45141 1.000 EACH | 9400.00000 9400.00| 6220.00000 6220.00| 3000.00000 3000.00 INLET, H5, MODIFIED , WITH SLOTTED DRAI | | | 0125 720-45270 3.000 EACH | 1390.00000 4170.00| 868.00000 2604.00| 1200.00000 3600.00 PIPE CATCH BASIN, 18 IN | | | 0126 720-45410 14.000 EACH | 1920.00000 26880.00| 2775.00000 38850.00| 3000.00000 42000.00 MANHOLE, C4 | | | 0127 720-45605 4.000 LFT | 1000.00000 4000.00| 310.00000 1240.00| 1200.00000 4800.00 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0128 720-90984 2.000 EACH | 1900.00000 3800.00| 3150.00000 6300.00| 3000.00000 6000.00 MANHOLE, C2 | | | 0129 720-93409 6.000 EACH | 1800.00000 10800.00| 2032.00000 12192.00| 2200.00000 13200.00 INLET, B15, MODIFIED | | | 0130 720-93411 5.000 EACH | 1800.00000 9000.00| 2160.00000 10800.00| 2200.00000 11000.00 INLET, C15, MODIFIED | | | 0131 720-94612 1.000 EACH | 5000.00000 5000.00| 3950.00000 3950.00| 4000.00000 4000.00 MANHOLE, K4 | | | 0132 720-95164 1.000 EACH | 2600.00000 2600.00| 2400.00000 2400.00| 2200.00000 2200.00 CATCH BASIN, B15, MODIFIED | | | 0133 720-98174 17.000 EACH | 1800.00000 30600.00| 1790.00000 30430.00| 2200.00000 37400.00 INLET, B15 | | | 0134 720-98555 4.000 EACH | 1800.00000 7200.00| 1850.00000 7400.00| 2200.00000 8800.00 INLET, C15 | | | 0135 720-99417 2.000 EACH | 2700.00000 5400.00| 2240.00000 4480.00| 2400.00000 4800.00 CATCH BASIN, C15 | | | 0136 731-93945 22420.000 SFT | 12.30000 275766.00| 12.50000 280250.00| 13.00000 291460.00 FACE PANELS, CONCRETE | | | 0137 731-93946 22420.000 SFT | 5.50000 123310.00| 4.20000 94164.00| 5.50000 123310.00 WALL ERECTION | | | 0138 731-93947 1739.000 LFT | 21.00000 36519.00| 67.00000 116513.00| 25.00000 43475.00 LEVELING PAD, CONCRETE | | | 0139 801-02595 2.000 EACH | 325.00000 650.00| 250.00000 500.00| 250.00000 500.00 CONTROLLER, RESET TIMING | | | 0140 801-03290 7.000 EACH | 160.00000 1120.00| 160.00000 1120.00| 130.00000 910.00 CONSTRUCTION SIGN, C | | | 0141 801-04308 9.000 EACH | 155.00000 1395.00| 155.00000 1395.00| 295.00000 2655.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0142 801-06203 9093.000 LFT | 0.30000 2727.90| 0.30000 2727.90| 0.20000 1818.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0143 801-06207 18524.000 LFT | 0.90000 16671.60| 0.90000 16671.60| 0.89000 16486.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -9 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 801-06577 92.000 LFT | 5.00000 460.00| 5.00000 460.00| 5.34000 491.28 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0145 801-06586 512.000 LFT | 1.25000 640.00| 1.25000 640.00| 0.40000 204.80 TEMPORARY PAVEMENT MARKING, 8 IN | | | 0146 801-06625 19.000 EACH | 125.00000 2375.00| 125.00000 2375.00| 65.00000 1235.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0147 801-06640 77.000 EACH | 145.00000 11165.00| 145.00000 11165.00| 125.00000 9625.00 CONSTRUCTION SIGN, A | | | 0148 801-06645 27.000 EACH | 55.00000 1485.00| 55.00000 1485.00| 65.00000 1755.00 CONSTRUCTION SIGN, B | | | 0149 801-06710 270.000 DAY | 7.00000 1890.00| 12.15000 3280.50| 10.00000 2700.00 FLASHING ARROW SIGN | | | 0150 801-06775 LUMP | 10000.00000 10000.00| 140000.00000 140000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0151 801-07024 4.000 EACH | 5351.94000 21407.76| 5200.00000 20800.00| 5200.00000 20800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0152 801-07118 229.000 LFT | 9.50000 2175.50| 9.50000 2175.50| 10.50000 2404.50 BARRICADE, III-A | | | 0153 801-08400 1698.000 LFT | 24.00000 40752.00| 20.50000 34809.00| 45.00000 76410.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0154 801-08507 200.000 LFT | 28.00000 5600.00| 2.00000 400.00| 60.00000 12000.00 TEMP TRAFFIC BARRIER, TYPE 1, ANCHORED | | | 0155 801-94295 12.000 EACH | 125.00000 1500.00| 200.00000 2400.00| 200.00000 2400.00 SIGNAL HEAD, RELOCATE | | | 0156 802-05701 215.000 LFT | 13.00000 2795.00| 11.00000 2365.00| 11.00000 2365.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-09838 192.000 SFT | 15.00000 2880.00| 10.50000 2016.00| 10.50000 2016.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0158 802-09840 25.000 SFT | 21.00000 525.00| 10.75000 268.75| 10.75000 268.75 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0159 802-09842 26.000 SFT | 22.00000 572.00| 11.30000 293.80| 11.30000 293.80 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0160 805-01300 4.000 EACH | 546.05000 2184.20| 375.00000 1500.00| 375.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0161 805-01842 2.000 EACH | 900.00000 1800.00| 700.00000 1400.00| 700.00000 1400.00 HANDHOLE, SIGNAL | | | 0162 805-01844 180.000 LFT | 15.50000 2790.00| 12.00000 2160.00| 12.00000 2160.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -10 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 805-01879 1.000 EACH | 725.00000 725.00| 750.00000 750.00| 750.00000 750.00 SIGNAL SERVICE, INSTALL | | | 0164 805-02327 6.000 EACH | 85.00000 510.00| 425.00000 2550.00| 425.00000 2550.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0165 805-02328 3200.000 LFT | 0.30000 960.00| 0.65000 2080.00| 0.65000 2080.00 SIGNAL CABLE, 1C 14GA | | | 0166 805-03793 2.000 EACH | 1250.00000 2500.00| 1155.00000 2310.00| 1155.00000 2310.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0167 805-08487 4.000 EACH | 145.00000 580.00| 210.00000 840.00| 210.00000 840.00 TRAFFIC SIGNAL BACKPLATE | | | 0168 805-78100 1.000 EACH | 12907.00000 12907.00| 12075.00000 12075.00| 12075.00000 12075.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0169 805-78205 4.000 EACH | 812.00000 3248.00| 716.00000 2864.00| 716.00000 2864.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0170 805-78230 4.000 EACH | 1215.00000 4860.00| 1160.00000 4640.00| 1160.00000 4640.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0171 805-78415 4.000 EACH | 1675.00000 6700.00| 1700.00000 6800.00| 1700.00000 6800.00 SPAN, CATENARY, AND TETHER | | | 0172 805-78420 4.000 EACH | 265.00000 1060.00| 225.00000 900.00| 225.00000 900.00 DISCONNECT HANGER | | | 0173 805-78467 55.000 LFT | 2.50000 137.50| 2.75000 151.25| 2.75000 151.25 SIGNAL CABLE, 3C 8GA | | | 0174 805-78485 200.000 LFT | 1.45000 290.00| 1.65000 330.00| 1.65000 330.00 SIGNAL CABLE, 5C 14GA | | | 0175 805-78490 720.000 LFT | 1.65000 1188.00| 1.75000 1260.00| 1.75000 1260.00 SIGNAL CABLE, 7C 14GA | | | 0176 805-78510 230.000 LFT | 0.75000 172.50| 0.85000 195.50| 0.85000 195.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0177 805-78785 3.000 EACH | 875.00000 2625.00| 600.00000 1800.00| 600.00000 1800.00 SIGNAL DETECTOR HOUSING | | | 0178 805-78795 1400.000 LFT | 7.00000 9800.00| 9.00000 12600.00| 9.00000 12600.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0179 805-78906 4.000 EACH | 2825.00000 11300.00| 1685.00000 6740.00| 1685.00000 6740.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 12 FT. | | | 0180 805-78925 1.000 EACH | 1025.00000 1025.00| 600.00000 600.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0181 805-81060 4.000 EACH | 5650.00000 22600.00| 4400.00000 17600.00| 4400.00000 17600.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 180 -11 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-30777-A COUNTIES : MARION LETTING DATE : 02/23/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0182 805-92504 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| 275.00000 1650.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0183 808-06701 5242.000 LFT | 0.50000 2621.00| 0.50000 2621.00| 0.48000 2516.16 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0184 808-06703 5981.000 LFT | 0.50000 2990.50| 0.50000 2990.50| 0.48000 2870.88 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0185 808-06716 21291.000 LFT | 0.25000 5322.75| 0.25000 5322.75| 0.24000 5109.84 LINE, REMOVE | | | 0186 808-10033 990.000 LFT | 1.05000 1039.50| 1.05000 1039.50| 0.95000 940.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0187 808-10034 730.000 LFT | 4.00000 2920.00| 4.00000 2920.00| 0.95000 693.50 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0188 808-75240 288.000 LFT | 0.50000 144.00| 0.50000 144.00| 0.48000 138.24 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0189 808-75245 11120.000 LFT | 0.50000 5560.00| 0.50000 5560.00| 0.48000 5337.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0190 808-75278 80.000 LFT | 1.85000 148.00| 1.85000 148.00| 2.12000 169.60 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0191 808-75297 191.000 LFT | 3.50000 668.50| 3.50000 668.50| 4.25000 811.75 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0192 808-75300 371.000 LFT | 1.65000 612.15| 1.65000 612.15| 1.06000 393.26 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0193 808-75320 20.000 EACH | 60.00000 1200.00| 60.00000 1200.00| 55.00000 1100.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0194 808-75325 9.000 EACH | 65.00000 585.00| 65.00000 585.00| 79.00000 711.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0195 808-75996 21.000 EACH | 33.50000 703.50| 60.65000 1273.65| 20.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0196 808-75998 230.000 EACH | 13.25000 3047.50| 21.25000 4887.50| 21.65000 4979.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0197 808-92027 426.000 LFT | 1.44000 613.44| 1.45000 617.70| 0.96000 408.96 LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 5,533,240.00| $ 5,628,404.00| $ 6,208,118.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,533,240.00| $ 5,628,404.00| $ 6,208,118.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 10/31/11 LOCATION : ON I-65 AT VARIOUS LOCATIONS WITHIN THE CRAWFORDSVILLE PROJECT(S) : 0900174 DISTRICT ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 2,200,888.53 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 2,723,200.00 123.7318% 3 35-1526557 MIDWEST MOLE INC $ 3,049,671.00 138.5654% 38-3519465 UTILITY SERVICES AUTHORITY LLC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -2 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 19300.00000 19300.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 125.00000 250.00| 115.00000 230.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 125.00000 3750.00| 60.00000 1800.00| 115.00000 3450.00 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 110-01001 LUMP | 12500.00000 12500.00| 42255.00000 42255.00| 20100.00000 20100.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 2500.00000 2500.00| 27270.00000 27270.00| 9045.00000 9045.00 CLEARING RIGHT OF WAY | | | 0008 202-96133 27.000 LFT | 25.00000 675.00| 65.00000 1755.00| 46.00000 1242.00 PIPE, REMOVE PARTIAL | | | 0009 616-02320 1568.000 SYS | 2.00000 3136.00| 4.00000 6272.00| 2.75000 4312.00 GEOTEXTILES | | | 0010 616-05688 279.000 TON | 60.00000 16740.00| 40.00000 11160.00| 56.00000 15624.00 RIPRAP, CLASS 1 | | | 0011 616-05689 534.000 TON | 40.00000 21360.00| 43.00000 22962.00| 45.00000 24030.00 RIPRAP, CLASS 2 | | | 0012 616-06405 310.000 TON | 30.00000 9300.00| 36.00000 11160.00| 83.00000 25730.00 RIPRAP, REVETMENT | | | 0013 621-06559 2000.000 SYS | 2.50000 5000.00| 5.00000 10000.00| 1.60000 3200.00 MULCHED SEEDING, R | | | 0014 628-09401 15.000 MOS | 1800.00000 27000.00| 1600.00000 24000.00| 1745.00000 26175.00 FIELD OFFICE, A | | | 0015 715-07090 2.000 EACH | 1500.00000 3000.00| 2800.00000 5600.00| 2750.00000 5500.00 CONCRETE ANCHOR, MIN AREA 11.6 SF , Str | | | 39 | | | 0016 715-07090 1.000 EACH | 1500.00000 1500.00| 3800.00000 3800.00| 2750.00000 2750.00 CONCRETE ANCHOR, MIN AREA 11.6 SF , Str | | | 43 | | | 0017 715-07107 1.000 EACH | 1400.00000 1400.00| 1700.00000 1700.00| 1340.00000 1340.00 PIPE END SECTION, MIN AREA 11.6 SF , | | | Str 43 | | | 0018 715-46020 2.000 EACH | 400.00000 800.00| 600.00000 1200.00| 685.00000 1370.00 PIPE END SECTION, 24 IN , Str 37 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -3 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 715-46040 1.000 EACH | 800.00000 800.00| 1300.00000 1300.00| 920.00000 920.00 PIPE END SECTION, 36 IN , Str 19 | | | 0020 715-46040 2.000 EACH | 800.00000 1600.00| 1300.00000 2600.00| 920.00000 1840.00 PIPE END SECTION, 36 IN , Str 6 | | | 0021 715-97607 1.000 EACH | 1000.00000 1000.00| 750.00000 750.00| 310.00000 310.00 PIPE END SECTION, MIN AREA 4.5 SF , Str | | | 2 | | | 0022 725-06857 72.000 LFT | 100.00000 7200.00| 113.00000 8136.00| 140.00000 10080.00 PIPE LINER, THERMOPLASTIC, 24 IN , Str | | | 37 | | | 0023 725-06858 115.000 LFT | 140.00000 16100.00| 167.00000 19205.00| 155.00000 17825.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 0024 725-06858 162.000 LFT | 130.00000 21060.00| 160.00000 25920.00| 140.00000 22680.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 11 | | | 0025 725-06858 214.000 LFT | 117.00000 25038.00| 165.00000 35310.00| 135.00000 28890.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 19 | | | 0026 725-06858 211.000 LFT | 114.00000 24054.00| 162.00000 34182.00| 135.00000 28485.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 20 | | | 0027 725-06858 206.000 LFT | 108.00000 22248.00| 168.00000 34608.00| 135.00000 27810.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 22 | | | 0028 725-06858 138.000 LFT | 134.78000 18599.64| 169.00000 23322.00| 150.00000 20700.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 28 | | | 0029 725-06858 174.000 LFT | 114.00000 19836.00| 165.00000 28710.00| 140.00000 24360.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 31 | | | 0030 725-06858 418.000 LFT | 98.50000 41173.00| 153.00000 63954.00| 120.00000 50160.00 PIPE LINER, THERMOPLASTIC, 36 IN , Str | | | 36 | | | 0031 725-06858 143.000 LFT | 130.00000 18590.00| 164.00000 23452.00| 150.00000 21450.00 PIPE LINER, THERMOPLASTIC, 36 IN Str 6 | | | 0032 725-06859 166.000 LFT | 156.75000 26020.50| 243.00000 40338.00| 275.00000 45650.00 PIPE LINER, THERMOPLASTIC, 48 IN , Str | | | 12 | | | 0033 725-06861 252.000 LFT | 162.00000 40824.00| 200.00000 50400.00| 235.00000 59220.00 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | , Str 8 | | | 0034 725-06862 166.000 LFT | 175.00000 29050.00| 210.00000 34860.00| 230.00000 38180.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | , Str 30 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -4 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 725-06862 212.000 LFT | 175.00000 37100.00| 265.00000 56180.00| 310.00000 65720.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | , Str 42 | | | 0036 725-06863 221.000 LFT | 195.00000 43095.00| 290.00000 64090.00| 300.00000 66300.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 | | | SFT , Str 24 | | | 0037 725-06863 434.000 LFT | 195.00000 84630.00| 319.00000 138446.00| 330.00000 143220.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 | | | SFT , Str 39 | | | 0038 725-06863 307.000 LFT | 186.57000 57276.99| 315.00000 96705.00| 345.00000 105915.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 | | | SFT , Str 43 | | | 0039 725-06864 256.000 LFT | 725.00000 185600.00| 722.00000 184832.00| 1500.00000 384000.00 PIPE LINER, THERMOPLASTIC, 96 IN , Str | | | 41 | | | 0040 725-06872 282.000 LFT | 131.08000 36964.56| 208.00000 58656.00| 170.00000 47940.00 PIPE LINER, THERMOPLASTIC, 42 IN , Str | | | 26 | | | 0041 725-08531 275.000 LFT | 232.87000 64039.25| 335.00000 92125.00| 360.00000 99000.00 PIPE LINER, THERMOPLASTIC, AREA 16.5 | | | SFT , Str 5 | | | 0042 725-09233 186.000 LFT | 193.46000 35983.56| 203.00000 37758.00| 300.00000 55800.00 PIPE LINER, THERMOPLASTIC, 8.7 SFT , | | | Str 15 | | | 0043 725-09233 247.000 LFT | 160.00000 39520.00| 258.00000 63726.00| 250.00000 61750.00 PIPE LINER, THERMOPLASTIC, 8.7 SFT , | | | Str 32 | | | 0044 725-09233 127.000 LFT | 200.00000 25400.00| 255.00000 32385.00| 315.00000 40005.00 PIPE LINER, THERMOPLASTIC, 8.7 SFT , | | | Str 9 | | | 0045 715-01663 279.000 LFT | 72.00000 20088.00| 54.00000 15066.00| 9.00000 2511.00 PIPE CLEANING, ABOVE 48 IN. DIA. , Str | | | 13 | | | 0046 725-09304 222.000 LFT | 1400.00000 310800.00| 1131.00000 251082.00| 1530.00000 339660.00 PIPE LINER, THERMOPLASTIC, 46 SFT MIN. | | | AREA 46 SQ. FT. , Str 14 | | | 0047 725-09781 347.000 LFT | 414.75000 143918.25| 412.00000 142964.00| 400.00000 138800.00 PIPE LINER, CURED-IN-PLACE, 54 IN. , | | | Str 21 | | | 0048 725-10014 184.000 LFT | 340.00000 62560.00| 427.00000 78568.00| 420.00000 77280.00 PIPE LINER, CURED-IN-PLACE, 8.8 SFT. , | | | Str 18 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -5 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 725-10014 215.000 LFT | 340.00000 73100.00| 402.00000 86430.00| 395.00000 84925.00 PIPE LINER, CURED-IN-PLACE, 8.8 SFT. , | | | Str 4 | | | 0050 725-10016 134.000 LFT | 330.00000 44220.00| 417.00000 55878.00| 415.00000 55610.00 PIPE LINER, CURED-IN-PLACE, 7.9 SFT. , | | | Str 10 | | | 0051 725-10018 217.000 LFT | 156.00000 33852.00| 190.00000 41230.00| 220.00000 47740.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 7. | | | 2 SFT. , Str 7 | | | 0052 725-10019 55.000 LFT | 136.98000 7533.90| 205.00000 11275.00| 160.00000 8800.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 4. | | | 7 SFT. , Str 2 | | | 0053 725-10021 235.000 LFT | 165.00000 38775.00| 246.00000 57810.00| 295.00000 69325.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 8. | | | 2 SFT. , Str 16 | | | 0054 725-10021 443.000 LFT | 215.00000 95245.00| 266.00000 117838.00| 295.00000 130685.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 8. | | | 2 SFT. , Str 40 (Twin Pipes) | | | 0055 725-10022 204.000 LFT | 99.22000 20240.88| 113.00000 23052.00| 145.00000 29580.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 2. | | | 0 SFT , Str 17 | | | 0056 725-10023 173.000 LFT | 210.00000 36330.00| 233.00000 40309.00| 255.00000 44115.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 8. | | | 4 SFT. , Str 23 | | | 0057 725-10023 203.000 LFT | 200.00000 40600.00| 258.00000 52374.00| 265.00000 53795.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 8. | | | 4 SFT. , Str 25 | | | 0058 725-10023 229.000 LFT | 230.00000 52670.00| 240.00000 54960.00| 265.00000 60685.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 8. | | | 4 SFT. , Str 27 | | | 0059 725-10024 494.000 LFT | 250.00000 123500.00| 366.00000 180804.00| 415.00000 205010.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 13 | | | 6 SFT. , Str 29 | | | 0060 725-10026 173.000 LFT | 130.00000 22490.00| 188.00000 32524.00| 225.00000 38925.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 5. | | | 7 SFT. , Str 33 | | | 0061 801-01093 8.000 EACH | 1200.00000 9600.00| 850.00000 6800.00| 805.00000 6440.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-06710 300.000 DAY | 15.00000 4500.00| 10.00000 3000.00| 10.00000 3000.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP | 10000.00000 10000.00| 18800.00000 18800.00| 13695.00000 13695.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 320 -6 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -32058-A COUNTIES : VARIOUS LETTING DATE : 02/23/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 801-09133 2.000 EACH | 4500.00000 9000.00| 5000.00000 10000.00| 4640.00000 9280.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 2,200,888.53| $ 2,723,200.00| $ 3,049,671.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,200,888.53| $ 2,723,200.00| $ 3,049,671.00 ====================================================================================================================================