INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641096 0641096 0641096 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 24,684,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 24,816,395.55 100.5363% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 24,980,345.06 101.2005% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 26,426,000.00 107.0572% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|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 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 95000.00000 95000.00| 350000.00000 350000.00| 260000.00000 260000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2000.00000 48000.00| 2300.00000 55200.00| 2800.00000 67200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1219808.97000 1219808.97| 1238000.00000 1238000.00| 1800000.00000 1800000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 196.000 m | 9.00000 1764.00| 20.00000 3920.00| 16.00000 3136.00 DITCH CLEANING | | | 0005 202-02240 75500.000 m2 | 5.00000 377500.00| 4.92000 371460.00| 4.30000 324650.00 PAVEMENT, REMOVE | | | 0006 202-02241 6779.000 m | 6.40000 43385.60| 6.00000 40674.00| 6.80000 46097.20 GUARDRAIL, REMOVE | | | 0007 202-02272 885.000 m | 7.00000 6195.00| 10.00000 8850.00| 21.00000 18585.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 1760.000 m | 18.00000 31680.00| 8.00000 14080.00| 23.00000 40480.00 CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 70000.00000 70000.00| 65000.00000 65000.00| 69000.00000 69000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 110000.00000 110000.00| 90000.00000 90000.00| 96000.00000 96000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-51328 LUMP| 85000.00000 85000.00| 55000.00000 55000.00| 59000.00000 59000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0013 202-51328 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0014 202-51822 4159.000 m2 | 9.50000 39510.50| 5.00000 20795.00| 5.30000 22042.70 BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-60820 14300.000 m2 | 1.00000 14300.00| 1.65000 23595.00| 1.20000 17160.00 SURFACE MILLING, ASPHALT | | | 0016 202-60822 4159.000 m2 | 4.00000 16636.00| 4.00000 16636.00| 4.30000 17883.70 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 203-02000 71065.000 m3 | 6.00000 426390.00| 8.00000 568520.00| 7.20000 511668.00 EXCAVATION, COMMON | | | 0018 203-02010 1290.000 m3 | 15.00000 19350.00| 9.00000 11610.00| 17.00000 21930.00 EXCAVATION, ROCK | | | 0019 203-02046 8.000 EACH| 2200.00000 17600.00| 1900.00000 15200.00| 2400.00000 19200.00 GRADING IN GORE AREA | | | 0020 203-02080 15.200 km | 14000.00000 212800.00| 14500.00000 220400.00| 17000.00000 258400.00 LINEAR GRADING | | | 0021 203-93444 45580.000 Mg | 16.00000 729280.00| 16.60000 756628.00| 17.00000 774860.00 BACKFILL, ROCK | | | 0022 205-06931 678.000 Mg | 35.00000 23730.00| 30.00000 20340.00| 38.00000 25764.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06933 43.000 EACH| 55.00000 2365.00| 55.00000 2365.00| 62.00000 2666.00 TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 900.000 m | 5.10000 4590.00| 5.10000 4590.00| 5.60000 5040.00 TEMPORARY SILT FENCE | | | 0025 207-07498 96300.000 m2 | 3.50000 337050.00| 3.63000 349569.00| 3.80000 365940.00 SUBGRADE TREATMENT, TYPE A | | | 0026 211-07454 1350.000 m3 | 30.00000 40500.00| 29.11000 39298.50| 34.00000 45900.00 STRUCTURE BACKFILL | | | 0027 213-52830 100.000 m3 | 150.00000 15000.00| 200.00000 20000.00| 85.00000 8500.00 FLOWABLE MORTAR | | | 0028 301-07448 57152.000 Mg | 18.00000 1028736.00| 14.00000 800128.00| 12.75000 728688.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 305-97019 168900.000 m2 | 2.20000 371580.00| 1.55000 261795.00| 2.05000 346245.00 RUBBLIZED PCCP | | | 0030 401-04605 193080.000 Mg | 40.00000 7723200.00| 38.00000 7337040.00| 39.20000 7568736.00 HMA PAVEMENT MIXTURES, WARRANTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 401-06264 LUMP| 16000.00000 16000.00| 10000.00000 10000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0032 401-07320 10550.000 Mg | 44.00000 464200.00| 45.00000 474750.00| 42.00000 443100.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0033 401-07329 7760.000 Mg | 48.00000 372480.00| 52.00000 403520.00| 53.00000 411280.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0034 401-07389 17120.000 Mg | 39.00000 667680.00| 37.00000 633440.00| 37.00000 633440.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0035 401-07399 13050.000 Mg | 40.00000 522000.00| 42.00000 548100.00| 41.00000 535050.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07406 56180.000 Mg | 36.00000 2022480.00| 36.00000 2022480.00| 37.00000 2078660.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0037 401-07409 22170.000 Mg | 36.00000 798120.00| 38.00000 842460.00| 38.00000 842460.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0038 401-07429 4500.000 Mg | 37.00000 166500.00| 42.00000 189000.00| 42.00000 189000.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0039 401-07430 690.000 Mg | 40.00000 27600.00| 59.00000 40710.00| 39.00000 26910.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0040 402-07453 6580.000 Mg | 40.00000 263200.00| 41.00000 269780.00| 43.00000 282940.00 HMA FOR TEMPORARY PAVEMENT | | | 0041 405-05517 332.000 Mg | 320.00000 106240.00| 300.00000 99600.00| 310.00000 102920.00 ASPHALT FOR PRIME COAT | | | 0042 406-05520 355.000 Mg | 200.00000 71000.00| 201.00000 71355.00| 175.00000 62125.00 ASPHALT FOR TACK COAT | | | 0043 503-05310 244.000 m | 250.00000 61000.00| 100.00000 24400.00| 330.00000 80520.00 TERMINAL JOINT | | | 0044 601-01522 25.000 EACH| 1315.00000 32875.00| 1155.00000 28875.00| 1400.00000 35000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-02206 990.600 m | 19.00000 18821.40| 23.00000 22783.80| 20.00000 19812.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0046 601-05999 3.000 EACH| 40.00000 120.00| 30.00000 90.00| 43.00000 129.00 CURVED TERMINAL END | | | 0047 601-06246 10.000 EACH| 31040.00000 310400.00| 31750.00000 317500.00| 33000.00000 330000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0048 601-94689 24.000 EACH| 2000.00000 48000.00| 1955.00000 46920.00| 2100.00000 50400.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 6.000 EACH| 3000.00000 18000.00| 2950.00000 17700.00| 3200.00000 19200.00 GUARDRAIL END TREATMENT, MS | | | 0050 601-97080 20.000 EACH| 1975.00000 39500.00| 1375.00000 27500.00| 2100.00000 42000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 601-99105 4800.600 m | 29.50000 141617.70| 29.00000 139217.40| 31.00000 148818.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 601-99108 613.410 m | 43.00000 26376.63| 54.00000 33124.14| 46.00000 28216.86 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0053 601-99123 10.000 EACH| 2000.00000 20000.00| 2090.00000 20900.00| 2100.00000 21000.00 GUARDRAIL TRANSITION, GP | | | 0054 602-06639 391.000 m | 110.00000 43010.00| 110.00000 43010.00| 84.00000 32844.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0055 602-06646 14550.000 m | 85.00000 1236750.00| 90.00000 1309500.00| 70.00000 1018500.00 TEMPORARY CONCRETE BARRIER | | | 0056 602-06729 160.000 EACH| 7.00000 1120.00| 6.75000 1080.00| 8.75000 1400.00 BARRIER DELINEATOR | | | 0057 603-06040 600.000 m | 23.90000 14340.00| 22.50000 13500.00| 25.00000 15000.00 FENCE, FARM FIELD, 1190 mm | | | 0058 606-07484 61600.000 m | 0.22000 13552.00| 0.31000 19096.00| 0.40000 24640.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0059 607-06335 275.000 m | 80.00000 22000.00| 75.00000 20625.00| 95.00000 26125.00 PAVED SIDE DITCH, A | | | 0060 607-06340 30.000 m | 90.00000 2700.00| 88.00000 2640.00| 120.00000 3600.00 PAVED SIDE DITCH, B | | | 0061 607-06345 30.000 m | 100.00000 3000.00| 103.00000 3090.00| 120.00000 3600.00 PAVED SIDE DITCH, C | | | 0062 610-06257 2067.400 m2 | 65.00000 134381.00| 70.00000 144718.00| 75.00000 155055.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0063 610-07488 2620.000 Mg | 44.00000 115280.00| 58.00000 151960.00| 51.50000 134930.00 HMA FOR APPROACHES, TYPE C | | | 0064 611-52817 5.000 EACH| 15000.00000 75000.00| 10000.00000 50000.00| 27000.00000 135000.00 TEMPORARY CROSSOVER, B | | | 0065 616-02320 19120.000 m2 | 1.75000 33460.00| 1.75000 33460.00| 1.50000 28680.00 GEOTEXTILES | | | 0066 616-06451 525.000 Mg | 39.00000 20475.00| 37.00000 19425.00| 25.00000 13125.00 RIPRAP, UNIFORM | | | 0067 621-01004 6.000 EACH| 660.00000 3960.00| 350.00000 2100.00| 220.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06545 17.000 Mg | 700.00000 11900.00| 430.00000 7310.00| 320.00000 5440.00 FERTILIZER | | | 0069 621-06553 3580.000 kg | 8.00000 28640.00| 8.70000 31146.00| 6.50000 23270.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 621-06557 1790.000 kg | 4.50000 8055.00| 8.50000 15215.00| 4.40000 7876.00 SEED MIXTURE, T | | | 0071 621-06565 85.000 Mg | 525.00000 44625.00| 265.00000 22525.00| 350.00000 29750.00 MULCHING MATERIAL | | | 0072 621-06567 10.000 kL | 0.50000 5.00| 10.00000 100.00| 11.00000 110.00 WATER | | | 0073 621-06574 284.000 m2 | 16.00000 4544.00| 4.80000 1363.20| 3.70000 1050.80 SODDING | | | 0074 701-51195 546.000 m | 80.00000 43680.00| 85.00000 46410.00| 91.00000 49686.00 PILE, STEEL H, HP 310 X 79 | | | 0075 701-93633 28.800 m | 400.00000 11520.00| 120.00000 3456.00| 130.00000 3744.00 OVERSIZED PREDRILLED PILE HOLES | | | 0076 702-51110 584.000 kg | 7.00000 4088.00| 5.00000 2920.00| 5.30000 3095.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0077 703-51030 27748.000 kg | 1.25000 34685.00| 1.40000 38847.20| 1.50000 41622.00 REINFORCING STEEL | | | 0078 703-51032 71538.000 kg | 1.40000 100153.20| 1.60000 114460.80| 1.70000 121614.60 REINFORCING STEEL, EPOXY COATED | | | 0079 704-05892 284.700 m3 | 600.00000 170820.00| 700.00000 199290.00| 690.00000 196443.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0080 704-51002 266.600 m3 | 800.00000 213280.00| 700.00000 186620.00| 690.00000 183954.00 CONCRETE, C, SUPERSTRUCTURE | | | 0081 706-05732 40.000 EACH| 1500.00000 60000.00| 1100.00000 44000.00| 1200.00000 48000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0082 706-51020 73.300 m3 | 700.00000 51310.00| 500.00000 36650.00| 530.00000 38849.00 CONCRETE, C, RAILING | | | 0083 707-05983 499.500 m | 290.00000 144855.00| 230.00000 114885.00| 245.00000 122377.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0084 709-51821 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| 5900.00000 5900.00 SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 5300.00000 5300.00 SURFACE SEAL , STR. NO. 2 | | | 0086 709-51821 LUMP| 10000.00000 10000.00| 9500.00000 9500.00| 10000.00000 10000.00 SURFACE SEAL , STR. NO. 3 | | | 0087 709-51821 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 4800.00000 4800.00 SURFACE SEAL , STR. NO. 4 | | | 0088 709-51821 LUMP| 6000.00000 6000.00| 4300.00000 4300.00| 4600.00000 4600.00 SURFACE SEAL , STR. NO. 5 | | | 0089 710-51870 125.000 m2 | 500.00000 62500.00| 400.00000 50000.00| 430.00000 53750.00 REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 711-01786 120.000 EACH| 25.00000 3000.00| 30.00000 3600.00| 32.00000 3840.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0091 711-51877 LUMP| 45000.00000 45000.00| 30000.00000 30000.00| 32000.00000 32000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0092 711-51877 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 32000.00000 32000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0093 711-91376 96.000 EACH| 25.00000 2400.00| 18.00000 1728.00| 19.00000 1824.00 FIELD DRILLED HOLE IN CONCRETE, 50 mm | | | 0094 711-91378 424.000 EACH| 13.00000 5512.00| 10.00000 4240.00| 11.00000 4664.00 FIELD DRILLED HOLE IN CONCRETE, 25 mm | | | 0095 711-91503 318.000 EACH| 20.00000 6360.00| 10.00000 3180.00| 11.00000 3498.00 FIELD DRILLED HOLE IN CONCRETE, 31 mm | | | 0096 715-01662 138.900 m | 40.00000 5556.00| 63.00000 8750.70| 78.00000 10834.20 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0097 715-02398 1.000 EACH| 2400.00000 2400.00| 2222.00000 2222.00| 1700.00000 1700.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0098 715-02399 4.000 EACH| 2600.00000 10400.00| 2217.00000 8868.00| 1700.00000 6800.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0099 715-02629 1.000 EACH| 850.00000 850.00| 805.00000 805.00| 470.00000 470.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0100 715-02630 1.000 EACH| 1200.00000 1200.00| 984.00000 984.00| 670.00000 670.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0101 715-03476 2.000 EACH| 1050.00000 2100.00| 874.00000 1748.00| 550.00000 1100.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0102 715-03584 7.000 EACH| 780.00000 5460.00| 514.00000 3598.00| 390.00000 2730.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0103 715-04857 2.000 EACH| 2800.00000 5600.00| 2483.00000 4966.00| 2200.00000 4400.00 SAFETY METAL END SECTION, 4:1, O.6 m2 | | | 0104 715-05048 22284.000 m | 5.00000 111420.00| 7.40000 164901.60| 5.20000 115876.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0105 715-05053 4423.000 m | 28.00000 123844.00| 26.00000 114998.00| 29.00000 128267.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0106 715-05119 210.000 m | 145.00000 30450.00| 42.00000 8820.00| 69.00000 14490.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0107 715-05125 2.400 m | 260.00000 624.00| 530.00000 1272.00| 390.00000 936.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0108 715-05127 6.000 m | 310.00000 1860.00| 447.00000 2682.00| 450.00000 2700.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 715-05203 40292.000 m | 4.50000 181314.00| 3.70000 149080.40| 4.65000 187357.80 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0110 715-05407 66.000 m | 40.00000 2640.00| 35.00000 2310.00| 37.00000 2442.00 PIPE, END BENT DRAIN, 150 mm | | | 0111 715-06077 1.000 EACH| 3300.00000 3300.00| 2960.00000 2960.00| 2500.00000 2500.00 SAFETY METAL END SECTION, 6:1, 1050 mm | | | 0112 715-06821 2.000 EACH| 1300.00000 2600.00| 1312.00000 2624.00| 770.00000 1540.00 SAFETYMETAL END SECTION, 4:1, MIN. AREA | | | 0.27 m2 | | | 0113 715-06858 59.100 m | 270.00000 15957.00| 202.86000 11989.03| 340.00000 20094.00 PIPE LINER, THERMOPLASTIC, 900 mm | | | 0114 715-06859 76.800 m | 330.00000 25344.00| 293.64000 22551.55| 410.00000 31488.00 PIPE LINER, THERMOPLASTIC, 1200 mm | | | 0115 715-06861 47.500 m | 393.00000 18667.50| 392.79000 18657.53| 540.00000 25650.00 PIPE LINER, THERMOPLASTIC, AREA 0.6 m2 | | | 0116 715-26772 1.000 EACH| 5800.00000 5800.00| 4653.00000 4653.00| 5800.00000 5800.00 GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0117 715-26775 3.000 EACH| 6500.00000 19500.00| 5297.00000 15891.00| 6800.00000 20400.00 GRATED BOX END SECTION, I, 6:l, 750 mm | | | 0118 715-26780 2.000 EACH| 9700.00000 19400.00| 7892.00000 15784.00| 9900.00000 19800.00 GRATED BOX END SECTION, I, 4:1, 1200 mm | | | 0119 715-46000 1.000 EACH| 300.00000 300.00| 162.00000 162.00| 140.00000 140.00 PIPE END SECTION, 300 mm | | | 0120 715-46010 2.000 EACH| 360.00000 720.00| 204.00000 408.00| 210.00000 420.00 PIPE END SECTION, 450 mm | | | 0121 715-46020 3.000 EACH| 410.00000 1230.00| 337.00000 1011.00| 280.00000 840.00 PIPE END SECTION, 600 mm | | | 0122 715-46030 1.000 EACH| 510.00000 510.00| 438.00000 438.00| 390.00000 390.00 PIPE END SECTION, 750 mm | | | 0123 715-97405 3.000 EACH| 3800.00000 11400.00| 2553.00000 7659.00| 2800.00000 8400.00 GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0124 715-97407 2.000 EACH| 7500.00000 15000.00| 6087.00000 12174.00| 8100.00000 16200.00 GRATED BOX END SECTION, I, 4:1, 1050 mm | | | 0125 715-97557 1.000 EACH| 4400.00000 4400.00| 3119.00000 3119.00| 3400.00000 3400.00 GRATED BOX END SECTION, I, 6:1, 450 mm | | | 0126 715-97687 5.000 EACH| 5400.00000 27000.00| 4300.00000 21500.00| 4500.00000 22500.00 GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0127 715-97692 4.000 EACH| 6000.00000 24000.00| 5119.00000 20476.00| 6900.00000 27600.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0128 715-97693 2.000 EACH| 10500.00000 21000.00| 9258.00000 18516.00| 13000.00000 26000.00 GRATED BOX END SECTION, II, 10:1, 900 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 715-98931 8.000 EACH| 5100.00000 40800.00| 3986.00000 31888.00| 5500.00000 44000.00 GRATED BOX END SECTION, I, 4:1, 750 mm | | | 0130 718-06528 380.000 EACH| 500.00000 190000.00| 500.00000 190000.00| 550.00000 209000.00 OUTLET PROTECTOR, 1 | | | 0131 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 4.00000 12000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0132 718-52610 7570.000 m3 | 25.00000 189250.00| 40.00000 302800.00| 27.00000 204390.00 AGGREGATE FOR UNDERDRAINS | | | 0133 720-44296 56.000 EACH| 600.00000 33600.00| 188.00000 10528.00| 160.00000 8960.00 CAP INLET | | | 0134 720-45070 1.000 EACH| 2200.00000 2200.00| 1586.00000 1586.00| 2000.00000 2000.00 INLET, P12A | | | 0135 722-51401 125.000 m2 | 550.00000 68750.00| 100.00000 12500.00| 110.00000 13750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0136 722-51842 4175.000 m2 | 60.00000 250500.00| 60.00000 250500.00| 57.00000 237975.00 BRIDGE DECK OVERLAY | | | 0137 722-51846 13.600 m3 | 434.50000 5909.20| 434.50000 5909.20| 434.50000 5909.20 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0138 722-51852 440.000 m2 | 130.00000 57200.00| 75.00000 33000.00| 80.00000 35200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0139 724-03276 101.000 m | 275.00000 27775.00| 250.00000 25250.00| 270.00000 27270.00 EXPANSION JOINT SEALING SYSTEM | | | 0140 726-92406 60.000 EACH| 600.00000 36000.00| 1150.00000 69000.00| 1200.00000 72000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0141 726-95870 24.000 EACH| 700.00000 16800.00| 750.00000 18000.00| 800.00000 19200.00 BEARING ASSEMBLY | | | 0142 801-01093 20.000 EACH| 1800.00000 36000.00| 2200.00000 44000.00| 2300.00000 46000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY 50 MPH | | | 0143 801-06201 16.720 m2 | 200.00000 3344.00| 194.68000 3255.05| 210.00000 3511.20 TEMPORARY PANEL SIGNS | | | 0144 801-06203 59140.000 m | 0.50000 29570.00| 0.35000 20699.00| 0.25000 14785.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0145 801-06207 46068.000 m | 3.80000 175058.40| 4.25000 195789.00| 2.90000 133597.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0146 801-06586 4800.000 m | 0.50000 2400.00| 0.70000 3360.00| 0.50000 2400.00 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0147 801-06640 134.000 EACH| 250.00000 33500.00| 250.00000 33500.00| 250.00000 33500.00 CONSTRUCTION SIGN, A | | | 0148 801-06645 32.000 EACH| 45.00000 1440.00| 50.00000 1600.00| 48.00000 1536.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 801-06710 2400.000 DAY | 12.00000 28800.00| 12.00000 28800.00| 13.00000 31200.00 FLASHING ARROW SIGN | | | 0150 801-06775 LUMP| 215000.00000 215000.00| 608400.00000 608400.00| 160000.00000 160000.00 MAINTAINING TRAFFIC | | | 0151 801-07118 20.000 m | 85.00000 1700.00| 80.00000 1600.00| 84.00000 1680.00 BARRICADE, III-A | | | 0152 801-07119 16.000 m | 110.00000 1760.00| 90.00000 1440.00| 110.00000 1760.00 BARRICADE, III-B | | | 0153 801-09133 2.000 EACH| 12000.00000 24000.00| 12000.00000 24000.00| 15000.00000 30000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0154 801-97643 1037.000 m | 14.20000 14725.40| 19.20000 19910.40| 12.00000 12444.00 TEMPORARY BUZZ STRIPS | | | 0155 802-01946 42.000 m | 55.00000 2310.00| 50.92000 2138.64| 54.00000 2268.00 SIGN POST, WOOD, 150 mm X 200 mm | | | 0156 802-91122 1.000 EACH| 200.00000 200.00| 200.25000 200.25| 210.00000 210.00 SIGN, GROUND MOUNTED, RESET | | | 0157 804-06771 422.000 EACH| 22.00000 9284.00| 23.00000 9706.00| 23.00000 9706.00 DELINEATOR POST, FLEXIBLE | | | 0158 808-01329 16.000 EACH| 100.00000 1600.00| 95.00000 1520.00| 130.00000 2080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0159 808-06702 7710.000 m | 1.00000 7710.00| 0.93000 7170.30| 1.15000 8866.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0160 808-06703 33720.000 m | 0.80000 26976.00| 0.80000 26976.00| 0.90000 30348.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0161 808-06705 1960.000 m | 2.00000 3920.00| 3.00000 5880.00| 3.00000 5880.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0162 808-06706 460.000 m | 10.00000 4600.00| 8.60000 3956.00| 9.00000 4140.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0163 808-06716 15420.000 m | 2.00000 30840.00| 1.15000 17733.00| 1.25000 19275.00 LINE, REMOVE | | | 0164 808-75245 33720.000 m | 0.80000 26976.00| 0.80000 26976.00| 0.90000 30348.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0165 808-75297 21.600 m | 10.00000 216.00| 8.60000 185.76| 26.00000 561.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0166 808-75996 1654.000 EACH| 7.00000 11578.00| 6.00000 9924.00| 5.60000 9262.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 808-75998 1654.000 EACH| 19.25000 31839.50| 26.25000 43417.50| 29.00000 47966.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0168 805-05406 2.000 EACH| 19300.00000 38600.00| 22684.80000 45369.60| 23000.00000 46000.00 DATA COLLECTION SITE , 4 LANE | | | 0169 203-93444 3800.000 Mg | 16.00000 60800.00| 17.50000 66500.00| 16.00000 60800.00 BACKFILL, ROCK , CHOKING MATERIAL | | | 0170 711-51877 LUMP| 17000.00000 17000.00| 30000.00000 30000.00| 32000.00000 32000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | SECTION TOTALS | $ 24,684,000.00| $ 24,816,395.55| $ 24,980,345.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,684,000.00| $ 24,816,395.55| $ 24,980,345.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 170000.00000 170000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2500.00000 60000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1320000.00000 1320000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 196.000 m | 15.45000 3028.20| | DITCH CLEANING | | | 0005 202-02240 75500.000 m2 | 3.70000 279350.00| | PAVEMENT, REMOVE | | | 0006 202-02241 6779.000 m | 6.90000 46775.10| | GUARDRAIL, REMOVE | | | 0007 202-02272 885.000 m | 20.60000 18231.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 1760.000 m | 17.00000 29920.00| | CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 70000.00000 70000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-51328 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0012 202-51328 LUMP| 10000.00000 10000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0013 202-51328 LUMP| 10000.00000 10000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0014 202-51822 4159.000 m2 | 6.00000 24954.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-60820 14300.000 m2 | 1.50000 21450.00| | SURFACE MILLING, ASPHALT | | | 0016 202-60822 4159.000 m2 | 3.00000 12477.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 203-02000 71065.000 m3 | 7.60000 540094.00| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 203-02010 1290.000 m3 | 16.45000 21220.50| | EXCAVATION, ROCK | | | 0019 203-02046 8.000 EACH| 1050.00000 8400.00| | GRADING IN GORE AREA | | | 0020 203-02080 15.200 km | 17200.00000 261440.00| | LINEAR GRADING | | | 0021 203-93444 45580.000 Mg | 16.60000 756628.00| | BACKFILL, ROCK | | | 0022 205-06931 678.000 Mg | 70.00000 47460.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06933 43.000 EACH| 56.00000 2408.00| | TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 900.000 m | 5.25000 4725.00| | TEMPORARY SILT FENCE | | | 0025 207-07498 96300.000 m2 | 3.05000 293715.00| | SUBGRADE TREATMENT, TYPE A | | | 0026 211-07454 1350.000 m3 | 26.25000 35437.50| | STRUCTURE BACKFILL | | | 0027 213-52830 100.000 m3 | 82.50000 8250.00| | FLOWABLE MORTAR | | | 0028 301-07448 57152.000 Mg | 17.25000 985872.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 305-97019 168900.000 m2 | 1.80000 304020.00| | RUBBLIZED PCCP | | | 0030 401-04605 193080.000 Mg | 42.60000 8225208.00| | HMA PAVEMENT MIXTURES, WARRANTED | | | 0031 401-06264 LUMP| 23000.00000 23000.00| | PROFILOGRAPH, HMA | | | 0032 401-07320 10550.000 Mg | 48.00000 506400.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0033 401-07329 7760.000 Mg | 68.00000 527680.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0034 401-07389 17120.000 Mg | 45.00000 770400.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0035 401-07399 13050.000 Mg | 50.00000 652500.00| | QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07406 56180.000 Mg | 40.00000 2247200.00| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0037 401-07409 22170.000 Mg | 45.00000 997650.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0038 401-07429 4500.000 Mg | 54.00000 243000.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 401-07430 690.000 Mg | 80.00000 55200.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0040 402-07453 6580.000 Mg | 46.00000 302680.00| | HMA FOR TEMPORARY PAVEMENT | | | 0041 405-05517 332.000 Mg | 325.00000 107900.00| | ASPHALT FOR PRIME COAT | | | 0042 406-05520 355.000 Mg | 210.00000 74550.00| | ASPHALT FOR TACK COAT | | | 0043 503-05310 244.000 m | 100.00000 24400.00| | TERMINAL JOINT | | | 0044 601-01522 25.000 EACH| 1350.00000 33750.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-02206 990.600 m | 19.50000 19316.70| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0046 601-05999 3.000 EACH| 41.00000 123.00| | CURVED TERMINAL END | | | 0047 601-06246 10.000 EACH| 33000.00000 330000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0048 601-94689 24.000 EACH| 3300.00000 79200.00| | GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 6.000 EACH| 4300.00000 25800.00| | GUARDRAIL END TREATMENT, MS | | | 0050 601-97080 20.000 EACH| 3300.00000 66000.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 4800.600 m | 30.00000 144018.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 601-99108 613.410 m | 44.25000 27143.39| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0053 601-99123 10.000 EACH| 2100.00000 21000.00| | GUARDRAIL TRANSITION, GP | | | 0054 602-06639 391.000 m | 120.00000 46920.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0055 602-06646 14550.000 m | 95.00000 1382250.00| | TEMPORARY CONCRETE BARRIER | | | 0056 602-06729 160.000 EACH| 8.50000 1360.00| | BARRIER DELINEATOR | | | 0057 603-06040 600.000 m | 24.50000 14700.00| | FENCE, FARM FIELD, 1190 mm | | | 0058 606-07484 61600.000 m | 0.30000 18480.00| | MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 607-06335 275.000 m | 85.00000 23375.00| | PAVED SIDE DITCH, A | | | 0060 607-06340 30.000 m | 90.00000 2700.00| | PAVED SIDE DITCH, B | | | 0061 607-06345 30.000 m | 95.00000 2850.00| | PAVED SIDE DITCH, C | | | 0062 610-06257 2067.400 m2 | 68.00000 140583.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0063 610-07488 2620.000 Mg | 100.00000 262000.00| | HMA FOR APPROACHES, TYPE C | | | 0064 611-52817 5.000 EACH| 34000.00000 170000.00| | TEMPORARY CROSSOVER, B | | | 0065 616-02320 19120.000 m2 | 1.40000 26768.00| | GEOTEXTILES | | | 0066 616-06451 525.000 Mg | 23.75000 12468.75| | RIPRAP, UNIFORM | | | 0067 621-01004 6.000 EACH| 210.00000 1260.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06545 17.000 Mg | 310.00000 5270.00| | FERTILIZER | | | 0069 621-06553 3580.000 kg | 6.25000 22375.00| | SEED MIXTURE, R | | | 0070 621-06557 1790.000 kg | 4.25000 7607.50| | SEED MIXTURE, T | | | 0071 621-06565 85.000 Mg | 330.00000 28050.00| | MULCHING MATERIAL | | | 0072 621-06567 10.000 kL | 10.30000 103.00| | WATER | | | 0073 621-06574 284.000 m2 | 3.50000 994.00| | SODDING | | | 0074 701-51195 546.000 m | 65.00000 35490.00| | PILE, STEEL H, HP 310 X 79 | | | 0075 701-93633 28.800 m | 140.00000 4032.00| | OVERSIZED PREDRILLED PILE HOLES | | | 0076 702-51110 584.000 kg | 5.25000 3066.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0077 703-51030 27748.000 kg | 1.15000 31910.20| | REINFORCING STEEL | | | 0078 703-51032 71538.000 kg | 1.25000 89422.50| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 704-05892 284.700 m3 | 900.00000 256230.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0080 704-51002 266.600 m3 | 900.00000 239940.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0081 706-05732 40.000 EACH| 1200.00000 48000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0082 706-51020 73.300 m3 | 450.00000 32985.00| | CONCRETE, C, RAILING | | | 0083 707-05983 499.500 m | 245.00000 122377.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0084 709-51821 LUMP| 4300.00000 4300.00| | SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP| 4500.00000 4500.00| | SURFACE SEAL , STR. NO. 2 | | | 0086 709-51821 LUMP| 8600.00000 8600.00| | SURFACE SEAL , STR. NO. 3 | | | 0087 709-51821 LUMP| 3700.00000 3700.00| | SURFACE SEAL , STR. NO. 4 | | | 0088 709-51821 LUMP| 3700.00000 3700.00| | SURFACE SEAL , STR. NO. 5 | | | 0089 710-51870 125.000 m2 | 250.00000 31250.00| | REPOINTING MASONRY IN STRUCTURES | | | 0090 711-01786 120.000 EACH| 25.00000 3000.00| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0091 711-51877 LUMP| 35000.00000 35000.00| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0092 711-51877 LUMP| 35000.00000 35000.00| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0093 711-91376 96.000 EACH| 25.00000 2400.00| | FIELD DRILLED HOLE IN CONCRETE, 50 mm | | | 0094 711-91378 424.000 EACH| 10.00000 4240.00| | FIELD DRILLED HOLE IN CONCRETE, 25 mm | | | 0095 711-91503 318.000 EACH| 10.00000 3180.00| | FIELD DRILLED HOLE IN CONCRETE, 31 mm | | | 0096 715-01662 138.900 m | 75.00000 10417.50| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0097 715-02398 1.000 EACH| 1650.00000 1650.00| | SAFETY METAL END SECTION, 6:1, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 715-02399 4.000 EACH| 1650.00000 6600.00| | SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0099 715-02629 1.000 EACH| 450.00000 450.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0100 715-02630 1.000 EACH| 645.00000 645.00| | SAFETY METAL END SECTION, 6:1, 600 mm | | | 0101 715-03476 2.000 EACH| 535.00000 1070.00| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0102 715-03584 7.000 EACH| 380.00000 2660.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0103 715-04857 2.000 EACH| 2110.00000 4220.00| | SAFETY METAL END SECTION, 4:1, O.6 m2 | | | 0104 715-05048 22284.000 m | 5.00000 111420.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0105 715-05053 4423.000 m | 28.00000 123844.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0106 715-05119 210.000 m | 67.00000 14070.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0107 715-05125 2.400 m | 375.00000 900.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0108 715-05127 6.000 m | 440.00000 2640.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0109 715-05203 40292.000 m | 4.55000 183328.60| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0110 715-05407 66.000 m | 26.50000 1749.00| | PIPE, END BENT DRAIN, 150 mm | | | 0111 715-06077 1.000 EACH| 2350.00000 2350.00| | SAFETY METAL END SECTION, 6:1, 1050 mm | | | 0112 715-06821 2.000 EACH| 745.00000 1490.00| | SAFETYMETAL END SECTION, 4:1, MIN. AREA | | | 0.27 m2 | | | 0113 715-06858 59.100 m | 205.00000 12115.50| | PIPE LINER, THERMOPLASTIC, 900 mm | | | 0114 715-06859 76.800 m | 300.00000 23040.00| | PIPE LINER, THERMOPLASTIC, 1200 mm | | | 0115 715-06861 47.500 m | 400.00000 19000.00| | PIPE LINER, THERMOPLASTIC, AREA 0.6 m2 | | | 0116 715-26772 1.000 EACH| 5600.00000 5600.00| | GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0117 715-26775 3.000 EACH| 6600.00000 19800.00| | GRATED BOX END SECTION, I, 6:l, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 715-26780 2.000 EACH| 9600.00000 19200.00| | GRATED BOX END SECTION, I, 4:1, 1200 mm | | | 0119 715-46000 1.000 EACH| 140.00000 140.00| | PIPE END SECTION, 300 mm | | | 0120 715-46010 2.000 EACH| 210.00000 420.00| | PIPE END SECTION, 450 mm | | | 0121 715-46020 3.000 EACH| 270.00000 810.00| | PIPE END SECTION, 600 mm | | | 0122 715-46030 1.000 EACH| 375.00000 375.00| | PIPE END SECTION, 750 mm | | | 0123 715-97405 3.000 EACH| 2700.00000 8100.00| | GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0124 715-97407 2.000 EACH| 7800.00000 15600.00| | GRATED BOX END SECTION, I, 4:1, 1050 mm | | | 0125 715-97557 1.000 EACH| 3300.00000 3300.00| | GRATED BOX END SECTION, I, 6:1, 450 mm | | | 0126 715-97687 5.000 EACH| 4300.00000 21500.00| | GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0127 715-97692 4.000 EACH| 6650.00000 26600.00| | GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0128 715-97693 2.000 EACH| 13000.00000 26000.00| | GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0129 715-98931 8.000 EACH| 5300.00000 42400.00| | GRATED BOX END SECTION, I, 4:1, 750 mm | | | 0130 718-06528 380.000 EACH| 515.00000 195700.00| | OUTLET PROTECTOR, 1 | | | 0131 718-06532 3000.000 m | 4.00000 12000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0132 718-52610 7570.000 m3 | 25.00000 189250.00| | AGGREGATE FOR UNDERDRAINS | | | 0133 720-44296 56.000 EACH| 155.00000 8680.00| | CAP INLET | | | 0134 720-45070 1.000 EACH| 2000.00000 2000.00| | INLET, P12A | | | 0135 722-51401 125.000 m2 | 200.00000 25000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0136 722-51842 4175.000 m2 | 70.00000 292250.00| | BRIDGE DECK OVERLAY | | | 0137 722-51846 13.600 m3 | 434.50000 5909.20| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0138 722-51852 440.000 m2 | 70.00000 30800.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 724-03276 101.000 m | 260.00000 26260.00| | EXPANSION JOINT SEALING SYSTEM | | | 0140 726-92406 60.000 EACH| 800.00000 48000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0141 726-95870 24.000 EACH| 550.00000 13200.00| | BEARING ASSEMBLY | | | 0142 801-01093 20.000 EACH| 2275.00000 45500.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY 50 MPH | | | 0143 801-06201 16.720 m2 | 200.00000 3344.00| | TEMPORARY PANEL SIGNS | | | 0144 801-06203 59140.000 m | 0.26000 15376.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0145 801-06207 46068.000 m | 3.00000 138204.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0146 801-06586 4800.000 m | 0.52000 2496.00| | TEMPORARY PAVEMENT MARKING, 200 mm | | | 0147 801-06640 134.000 EACH| 250.00000 33500.00| | CONSTRUCTION SIGN, A | | | 0148 801-06645 32.000 EACH| 46.00000 1472.00| | CONSTRUCTION SIGN, B | | | 0149 801-06710 2400.000 DAY | 12.50000 30000.00| | FLASHING ARROW SIGN | | | 0150 801-06775 LUMP| 129341.36000 129341.36| | MAINTAINING TRAFFIC | | | 0151 801-07118 20.000 m | 81.00000 1620.00| | BARRICADE, III-A | | | 0152 801-07119 16.000 m | 110.00000 1760.00| | BARRICADE, III-B | | | 0153 801-09133 2.000 EACH| 15000.00000 30000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0154 801-97643 1037.000 m | 12.00000 12444.00| | TEMPORARY BUZZ STRIPS | | | 0155 802-01946 42.000 m | 53.00000 2226.00| | SIGN POST, WOOD, 150 mm X 200 mm | | | 0156 802-91122 1.000 EACH| 210.00000 210.00| | SIGN, GROUND MOUNTED, RESET | | | 0157 804-06771 422.000 EACH| 22.75000 9600.50| | DELINEATOR POST, FLEXIBLE | | | 0158 808-01329 16.000 EACH| 125.00000 2000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 100 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,164,936.60 ROUTE : I-64 CALL ORDER : 100 CONTRACT ID : R -25142-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 808-06702 7710.000 m | 1.15000 8866.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0160 808-06703 33720.000 m | 0.95000 32034.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0161 808-06705 1960.000 m | 3.10000 6076.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0162 808-06706 460.000 m | 8.75000 4025.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0163 808-06716 15420.000 m | 1.25000 19275.00| | LINE, REMOVE | | | 0164 808-75245 33720.000 m | 0.95000 32034.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0165 808-75297 21.600 m | 24.75000 534.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0166 808-75996 1654.000 EACH| 6.20000 10254.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0167 808-75998 1654.000 EACH| 20.00000 33080.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0168 805-05406 2.000 EACH| 24000.00000 48000.00| | DATA COLLECTION SITE , 4 LANE | | | 0169 203-93444 3800.000 Mg | 15.20000 57760.00| | BACKFILL, ROCK , CHOKING MATERIAL | | | 0170 711-51877 LUMP| 20000.00000 20000.00| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | SECTION TOTALS | $ 26,426,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,426,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1476008 1476008 1476008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,547,817.61 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 6,381,320.73 115.0239% 3 35-1489621 HRP CONSTRUCTION, INC. $ 6,385,919.61 115.1068% 4 35-1058916 WOODRUFF & SONS, INC. $ 7,969,726.55 143.6551% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 110000.00000 110000.00| 100000.00000 100000.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2250.00000 54000.00| 1900.00000 45600.00| 1500.00000 36000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 325000.00000 325000.00| 319000.00000 319000.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| 525000.00000 525000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 43000.000 SYS | 4.50000 193500.00| 5.00000 215000.00| 1.00000 43000.00 PAVEMENT, REMOVE | | | 0006 202-02241 329.000 LFT | 6.00000 1974.00| 6.00000 1974.00| 6.60000 2171.40 GUARDRAIL, REMOVE | | | 0007 202-02278 5050.000 LFT | 1.75000 8837.50| 1.50000 7575.00| 2.00000 10100.00 CURB, CONCRETE, REMOVE | | | 0009 202-03875 17.000 EACH| 51.00000 867.00| 100.00000 1700.00| 430.00000 7310.00 CONCRETE STEPS, REMOVE | | | 0010 202-04089 43.000 EACH| 36.75000 1580.25| 50.00000 2150.00| 35.00000 1505.00 SIGN, SHEET, REMOVE | | | 0011 202-52710 3300.000 SYS | 2.65000 8745.00| 2.60000 8580.00| 4.00000 13200.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 429.000 SYS | 2.50000 1072.50| 6.50000 2788.50| 3.00000 1287.00 SURFACE MILLING, ASPHALT | | | 0013 202-74080 3.000 EACH| 451.50000 1354.50| 1500.00000 4500.00| 430.00000 1290.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-78515 LUMP| 2782.50000 2782.50| 1500.00000 1500.00| 2650.00000 2650.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 42.000 EACH| 289.80000 12171.60| 250.00000 10500.00| 250.00000 10500.00 INLET, REMOVE | | | 0016 202-93047 4.000 EACH| 681.45000 2725.80| 350.00000 1400.00| 350.00000 1400.00 MANHOLE, REMOVE | | | 0017 203-02000 15424.000 CYS | 4.00000 61696.00| 15.00000 231360.00| 16.00000 246784.00 EXCAVATION, COMMON | | | 0018 203-02070 500.000 CYS | 45.00000 22500.00| 8.00000 4000.00| 10.00000 5000.00 BORROW | | | 0019 205-06933 45.000 EACH| 57.75000 2598.75| 55.00000 2475.00| 55.00000 2475.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 9520.000 LFT | 1.63000 15517.60| 1.55000 14756.00| 1.55000 14756.00 TEMPORARY SILT FENCE | | | 0021 207-07498 63318.000 SYS | 1.50000 94977.00| 3.76000 238075.68| 3.00000 189954.00 SUBGRADE TREATMENT, TYPE A | | | 0022 213-52830 4100.000 CYS | 52.50000 215250.00| 40.00000 164000.00| 40.00000 164000.00 FLOWABLE MORTAR | | | 0023 303-52308 3120.000 TON | 18.95000 59124.00| 20.00000 62400.00| 18.00000 56160.00 COMPACTED AGGREGATE, O, 53 | | | 0024 401-06264 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0025 401-07329 4800.000 TON | 38.30000 183840.00| 42.00000 201600.00| 38.30000 183840.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0026 401-07399 7900.000 TON | 30.85000 243715.00| 34.30000 270970.00| 30.85000 243715.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07409 25600.000 TON | 26.85000 687360.00| 33.50000 857600.00| 26.85000 687360.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0028 401-07429 11900.000 TON | 29.85000 355215.00| 34.60000 411740.00| 29.85000 355215.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0032 405-05517 18.700 TON | 220.00000 4114.00| 200.00000 3740.00| 220.00000 4114.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 63.300 TON | 210.00000 13293.00| 440.00000 27852.00| 210.00000 13293.00 ASPHALT FOR TACK COAT | | | 0034 601-01700 1.000 EACH| 1680.00000 1680.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0035 601-94689 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 710.000 LFT | 12.60000 8946.00| 12.00000 8520.00| 12.00000 8520.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 604-06069 975.000 SYS | 34.00000 33150.00| 50.00000 48750.00| 38.00000 37050.00 CURB RAMP, CONCRETE | | | 0038 604-06070 5575.000 SYS | 34.00000 189550.00| 35.00000 195125.00| 29.00000 161675.00 SIDEWALK, CONCRETE | | | 0039 604-44251 83.000 CYS | 100.00000 8300.00| 400.00000 33200.00| 573.00000 47559.00 STEPS, CONCRETE | | | 0040 605-06120 602.000 LFT | 25.00000 15050.00| 22.00000 13244.00| 16.50000 9933.00 CURB, CONCRETE | | | 0041 605-06160 397.000 LFT | 25.00000 9925.00| 22.00000 8734.00| 31.13000 12358.61 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0042 605-06165 10560.000 LFT | 13.50000 142560.00| 14.00000 147840.00| 12.51000 132105.60 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0043 605-06250 450.000 SYS | 60.00000 27000.00| 62.00000 27900.00| 91.25000 41062.50 CENTER CURB, C, CONCRETE | | | 0044 605-96305 5400.000 LFT | 13.50000 72900.00| 15.00000 81000.00| 10.69000 57726.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0045 610-05527 600.000 TON | 65.85000 39510.00| 65.00000 39000.00| 65.85000 39510.00 HMA FOR APPROACHES | | | 0046 611-05330 5700.000 SYS | 35.00000 199500.00| 40.00000 228000.00| 32.83000 187131.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 615-06490 178.000 EACH| 110.25000 19624.50| 105.00000 18690.00| 105.00000 18690.00 RIGHT OF WAY MARKER | | | 0048 615-06505 29.000 EACH| 456.75000 13245.75| 435.00000 12615.00| 435.00000 12615.00 MONUMENT, B | | | 0049 615-06515 1.000 EACH| 131.25000 131.25| 125.00000 125.00| 125.00000 125.00 MONUMENT, D | | | 0050 616-02320 960.000 SYS | 1.35000 1296.00| 5.00000 4800.00| 2.00000 1920.00 GEOTEXTILES | | | 0051 616-06405 730.000 TON | 21.80000 15914.00| 30.00000 21900.00| 30.00000 21900.00 RIPRAP, REVETMENT | | | 0052 616-07210 450.000 LFT | 5.51000 2479.50| 56.25000 25312.50| 56.25000 25312.50 FIBER ROLL | | | 0053 621-01004 2.000 EACH| 834.75000 1669.50| 795.00000 1590.00| 795.00000 1590.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 2.100 TON | 735.00000 1543.50| 700.00000 1470.00| 700.00000 1470.00 FERTILIZER | | | 0055 621-06554 776.000 LBS | 4.45000 3453.20| 4.24000 3290.24| 4.24000 3290.24 SEED MIXTURE, U | | | 0056 621-06557 250.000 LBS | 9.58000 2395.00| 9.12000 2280.00| 9.12000 2280.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06565 10.300 TON | 560.70000 5775.21| 534.00000 5500.20| 534.00000 5500.20 MULCHING MATERIAL | | | 0058 621-06567 20.000 MG | 2.10000 42.00| 2.00000 40.00| 2.00000 40.00 WATER | | | 0059 621-06575 5000.000 SYS | 3.59000 17950.00| 3.42000 17100.00| 3.42000 17100.00 SODDING, NURSERY | | | 0060 702-51015 54.000 CYS | 225.00000 12150.00| 300.00000 16200.00| 290.69000 15697.26 CONCRETE, B, FOOTINGS | | | 0061 702-93722 34.000 CYS | 525.00000 17850.00| 475.00000 16150.00| 671.50000 22831.00 CONCRETE, C | | | 0062 715-05048 18756.000 LFT | 2.60000 48765.60| 3.00000 56268.00| 5.00000 93780.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0063 715-05147 10.000 LFT | 42.41000 424.10| 225.00000 2250.00| 225.00000 2250.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0064 715-05149 2781.000 LFT | 36.56000 101673.36| 17.00000 47277.00| 17.00000 47277.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 2860.000 LFT | 39.50000 112970.00| 18.00000 51480.00| 18.00000 51480.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 787.000 LFT | 43.05000 33880.35| 21.00000 16527.00| 21.00000 16527.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 2617.000 LFT | 50.35000 131765.95| 26.00000 68042.00| 26.00000 68042.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1500.000 LFT | 75.40000 113100.00| 37.00000 55500.00| 37.00000 55500.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05363 88.000 LFT | 77.91000 6856.08| 70.00000 6160.00| 70.00000 6160.00 PIPE, TYPE 3, DEFORMED, 1.8 SQ. FT. | | | 0070 715-26728 1.000 EACH| 2659.13000 2659.13| 2547.75000 2547.75| 2550.00000 2550.00 GRATED BOX END SECTION, II, 4:1, 12 IN. | | | 0071 715-46000 2.000 EACH| 782.78000 1565.56| 400.00000 800.00| 400.00000 800.00 PIPE END SECTION, 12 IN. | | | 0072 715-46005 2.000 EACH| 782.78000 1565.56| 420.00000 840.00| 420.00000 840.00 PIPE END SECTION, 15 IN. | | | 0073 715-46010 1.000 EACH| 1110.90000 1110.90| 530.00000 530.00| 530.00000 530.00 PIPE END SECTION, 18 IN. | | | 0074 715-46020 1.000 EACH| 1332.71000 1332.71| 620.00000 620.00| 620.00000 620.00 PIPE END SECTION, 24 IN. | | | 0075 715-46030 3.000 EACH| 1542.98000 4628.94| 850.00000 2550.00| 850.00000 2550.00 PIPE END SECTION, 30 IN. | | | 0076 715-46055 4.000 EACH| 1158.15000 4632.60| 900.00000 3600.00| 900.00000 3600.00 PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | 0077 715-91361 365.000 LFT | 6.85000 2500.25| 8.75000 3193.75| 16.00000 5840.00 PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 718-06531 6.000 EACH| 395.00000 2370.00| 440.00000 2640.00| 200.00000 1200.00 OUTLET PROTECTOR, 3 | | | 0080 718-06532 3000.000 LFT | 1.00000 3000.00| 0.90000 2700.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 1501.000 CYS | 21.00000 31521.00| 32.00000 48032.00| 14.00000 21014.00 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 18088.000 SYS | 0.60000 10852.80| 1.00000 18088.00| 1.00000 18088.00 GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-44000 38.000 EACH| 200.00000 7600.00| 287.12000 10910.56| 300.00000 11400.00 CASTING, ADJUST TO GRADE | | | 0084 720-45030 5.000 EACH| 1123.95000 5619.75| 4640.00000 23200.00| 4640.00000 23200.00 INLET, E7 | | | 0085 720-45035 6.000 EACH| 1128.80000 6772.80| 4520.00000 27120.00| 4520.00000 27120.00 INLET, F7 | | | 0086 720-45040 1.000 EACH| 2543.68000 2543.68| 6500.00000 6500.00| 6500.00000 6500.00 INLET, G7 | | | 0087 720-45045 25.000 EACH| 1441.52000 36038.00| 4770.00000 119250.00| 4770.00000 119250.00 INLET, J10 | | | 0088 720-45055 2.000 EACH| 1498.70000 2997.40| 4830.00000 9660.00| 4830.00000 9660.00 INLET, M10 | | | 0089 720-45235 5.000 EACH| 1602.46000 8012.30| 4910.00000 24550.00| 4910.00000 24550.00 CATCH BASIN, E7 | | | 0090 720-45240 48.000 EACH| 2175.39000 104418.72| 5860.00000 281280.00| 5860.00000 281280.00 CATCH BASIN, J10 | | | 0091 720-45250 12.000 EACH| 1784.95000 21419.40| 5220.00000 62640.00| 5220.00000 62640.00 CATCH BASIN, K10 | | | 0092 720-45410 12.000 EACH| 1502.40000 18028.80| 5160.00000 61920.00| 5160.00000 61920.00 MANHOLE, C4 | | | 0093 720-45415 5.000 EACH| 2121.79000 10608.95| 6400.00000 32000.00| 6400.00000 32000.00 MANHOLE, D4 | | | 0094 720-91352 3.000 EACH| 1630.23000 4890.69| 4720.00000 14160.00| 4720.00000 14160.00 CATCH BASIN, F7 | | | 0095 801-06203 52500.000 LFT | 0.13000 6825.00| 0.20000 10500.00| 0.20000 10500.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0096 801-06207 45600.000 LFT | 0.80000 36480.00| 0.76000 34656.00| 0.76000 34656.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0097 801-06218 500.000 LFT | 4.79000 2395.00| 4.56000 2280.00| 4.56000 2280.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0098 801-06606 20.000 EACH| 135.45000 2709.00| 129.00000 2580.00| 129.00000 2580.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06625 14.000 EACH| 115.50000 1617.00| 110.00000 1540.00| 110.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 45.000 EACH| 107.10000 4819.50| 102.00000 4590.00| 102.00000 4590.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 12.000 EACH| 31.50000 378.00| 30.00000 360.00| 30.00000 360.00 CONSTRUCTION SIGN, B | | | 0102 801-06710 720.000 DAY | 10.50000 7560.00| 10.00000 7200.00| 10.00000 7200.00 FLASHING ARROW SIGN | | | 0103 801-06775 LUMP| 75000.00000 75000.00| 140000.00000 140000.00| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0104 801-94295 34.000 EACH| 105.00000 3570.00| 150.00000 5100.00| 100.00000 3400.00 SIGNAL HEAD, RELOCATE | | | 0105 802-05701 159.880 LFT | 8.40000 1342.99| 8.00000 1279.04| 8.00000 1279.04 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0106 802-05702 1115.100 LFT | 6.30000 7025.13| 8.00000 8920.80| 6.00000 6690.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0107 802-05705 105.600 LFT | 5.78000 610.37| 8.00000 844.80| 5.50000 580.80 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0108 802-07057 83.750 SFT | 29.40000 2462.25| 15.00000 1256.25| 28.00000 2345.00 SIGN, PANEL, WITH LEGEND | | | 0109 802-07151 8.000 EACH| 210.00000 1680.00| 525.00000 4200.00| 200.00000 1600.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0110 802-76025 531.310 SFT | 16.59000 8814.43| 8.11000 4308.92| 15.80000 8394.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0111 802-76035 378.800 SFT | 17.11000 6481.27| 9.10000 3447.08| 16.30000 6174.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0112 802-76045 22.810 SFT | 17.22000 392.79| 12.75000 290.83| 16.40000 374.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0113 802-76095 1108.580 LBS | 2.52000 2793.62| 3.00000 3325.74| 2.40000 2660.59 STRUCTURAL STEEL, BREAKAWAY | | | 0114 802-91122 3.000 EACH| 38.33000 114.99| 150.00000 450.00| 36.50000 109.50 SIGN, GROUND MOUNTED, RESET | | | 0115 802-99045 6.000 EACH| 88.20000 529.20| 150.00000 900.00| 84.00000 504.00 SIGN REMOUNTING ,OVERHEAD,STREET NAME | | | SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-01815 8.000 EACH| 1722.00000 13776.00| 1600.00000 12800.00| 1640.00000 13120.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0117 805-01816 1.000 EACH| 903.00000 903.00| 550.00000 550.00| 860.00000 860.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0118 805-01842 10.000 EACH| 787.50000 7875.00| 550.00000 5500.00| 750.00000 7500.00 HANDHOLE, SIGNAL | | | 0119 805-01843 1.000 EACH| 189.00000 189.00| 250.00000 250.00| 180.00000 180.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0120 805-01893 LUMP| 1291.50000 1291.50| 500.00000 500.00| 1230.00000 1230.00 MAINTAINING TRAFFIC SIGNAL | | | 0121 805-02072 1.000 EACH| 2940.00000 2940.00| 2100.00000 2100.00| 2800.00000 2800.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0122 805-02152 8.000 EACH| 409.50000 3276.00| 383.00000 3064.00| 390.00000 3120.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0123 805-06592 955.000 LFT | 8.40000 8022.00| 8.00000 7640.00| 8.00000 7640.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0124 805-06834 2.000 EACH| 10920.00000 21840.00| 9113.00000 18226.00| 10400.00000 20800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0125 805-78205 15.000 EACH| 714.00000 10710.00| 596.00000 8940.00| 680.00000 10200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0126 805-78245 2.000 EACH| 1979.25000 3958.50| 1688.00000 3376.00| 1885.00000 3770.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0127 805-78415 7.000 EACH| 1417.50000 9922.50| 1000.00000 7000.00| 1350.00000 9450.00 SPAN, CATENARY, AND TETHER | | | 0128 805-78420 7.000 EACH| 194.25000 1359.75| 250.00000 1750.00| 185.00000 1295.00 DISCONNECT HANGER | | | 0129 805-78445 2.000 EACH| 556.50000 1113.00| 450.00000 900.00| 530.00000 1060.00 SIGNAL SERVICE | | | 0130 805-78467 130.000 LFT | 1.63000 211.90| 1.20000 156.00| 1.35000 175.50 SIGNAL CABLE, 3C 8GA. | | | 0131 805-78480 970.000 LFT | 1.05000 1018.50| 0.60000 582.00| 1.00000 970.00 SIGNAL CABLE, 3C 14GA. | | | 0132 805-78485 1595.000 LFT | 1.16000 1850.20| 0.70000 1116.50| 1.10000 1754.50 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-78490 1345.000 LFT | 1.31000 1761.95| 0.80000 1076.00| 1.25000 1681.25 SIGNAL CABLE, 7C 14GA. | | | 0134 805-78510 2415.000 LFT | 1.05000 2535.75| 0.60000 1449.00| 1.00000 2415.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0135 805-78746 2319.000 LFT | 9.98000 23143.62| 15.00000 34785.00| 9.50000 22030.50 PREFORMED LOOP DETECTORS | | | 0136 805-78925 2.000 EACH| 708.75000 1417.50| 550.00000 1100.00| 675.00000 1350.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81032 6.000 EACH| 2331.00000 13986.00| 2875.00000 17250.00| 2220.00000 13320.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0138 805-81060 2.000 EACH| 2730.00000 5460.00| 3200.00000 6400.00| 2600.00000 5200.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0139 805-92504 8.000 EACH| 299.25000 2394.00| 250.00000 2000.00| 285.00000 2280.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0140 805-96121 8.000 EACH| 84.00000 672.00| 150.00000 1200.00| 80.00000 640.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0141 808-06701 7600.000 LFT | 0.29000 2204.00| 0.28000 2128.00| 0.26000 1976.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0142 808-06703 1300.000 LFT | 0.29000 377.00| 0.28000 364.00| 0.26000 338.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0143 808-06716 31600.000 LFT | 0.43000 13588.00| 0.41000 12956.00| 0.41000 12956.00 LINE, REMOVE | | | 0144 808-75245 17800.000 LFT | 0.29000 5162.00| 0.28000 4984.00| 0.26000 4628.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0145 808-75260 700.000 LFT | 1.73000 1211.00| 1.65000 1155.00| 1.50000 1050.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0146 808-75274 3400.000 LFT | 1.16000 3944.00| 1.10000 3740.00| 1.00000 3400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0147 808-75297 550.000 LFT | 3.41000 1875.50| 3.25000 1787.50| 3.00000 1650.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0148 808-75300 1800.000 LFT | 1.05000 1890.00| 1.00000 1800.00| 0.75000 1350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0149 808-75320 12.000 EACH| 78.75000 945.00| 75.00000 900.00| 48.00000 576.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 808-75325 6.000 EACH| 110.25000 661.50| 105.00000 630.00| 65.00000 390.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 202-96133 8200.000 LFT | 8.31000 68142.00| 2.50000 20500.00| 2.50000 20500.00 PIPE, REMOVE EXISTING GAS LINE | | | 0152 202-92969 8200.000 LFT | 11.07000 90774.00| 3.50000 28700.00| 3.50000 28700.00 SEWER, 4 FT. TO 8 FT. DEPTH, REMOVE | | | 0153 202-96133 8200.000 LFT | 8.31000 68142.00| 3.50000 28700.00| 7.39000 60598.00 PIPE, REMOVE EXISTING WATER LINE | | | 0154 202-91351 8200.000 LFT | 6.00000 49200.00| 5.00000 41000.00| 9.00000 73800.00 TRACK, REMOVE RAILROAD TIES AND TRACK | | | 0155 202-94954 86.000 LFT | 73.60000 6329.60| 35.00000 3010.00| 40.00000 3440.00 BARRIER WALL, CONCRETE, REMOVE | | | 0156 202-96151 LUMP| 720.56000 720.56| 1000.00000 1000.00| 145.00000 145.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0157 105-06906 36.000 MOS | 210.00000 7560.00| 200.00000 7200.00| 125.00000 4500.00 CELLULAR SERVICE(SUPERVISOR) | | | 0158 105-06907 36.000 MOS | 210.00000 7560.00| 200.00000 7200.00| 125.00000 4500.00 CELLULAR SERVICE(INSPECTOR) | | | 0159 211-07454 6074.000 CYS | 13.65000 82910.10| 10.00000 60740.00| 10.00000 60740.00 STRUCTURE BACKFILL | | | 0160 305-05204 300.000 TON | 46.70000 14010.00| 75.00000 22500.00| 46.70000 14010.00 HMA FOR PATCHING | | | 0161 801-04308 10.000 EACH| 325.50000 3255.00| 310.00000 3100.00| 310.00000 3100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0162 611-06497 33.000 EACH| 136.50000 4504.50| 135.25000 4463.25| 125.00000 4125.00 MAILBOX ASSEMBLY, SINGLE | | | 0163 806-06539 LUMP| 1291.50000 1291.50| 10500.00000 10500.00| 1230.00000 1230.00 TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0164 801-02617 4.000 EACH| 509.25000 2037.00| 985.00000 3940.00| 485.00000 1940.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0165 805-94295 6.000 EACH| 105.00000 630.00| 150.00000 900.00| 100.00000 600.00 SIGNAL HEAD, RELOCATE | | | 0166 805-02595 6.000 EACH| 131.25000 787.50| 250.00000 1500.00| 125.00000 750.00 CONTROLLER, RESET TIMING | | | 0167 305-05206 5460.000 TON | 37.40000 204204.00| 49.00000 267540.00| 34.53000 188533.80 WIDENING WITH HMA | | | 0168 601-04746 1.000 EACH| 5670.00000 5670.00| 5400.00000 5400.00| 5400.00000 5400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0169 601-06224 1.000 EACH| 41265.00000 41265.00| 39300.00000 39300.00| 39300.00000 39300.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 602-02155 58.000 LFT | 10.00000 580.00| 39.90000 2314.20| 150.00000 8700.00 MEDIAN BARRIER, CONCRETE, RESET | | | 0171 108-01614 LUMP| 12495.00000 12495.00| 14927.64000 14927.64| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0172 202-03000 LUMP| 1102.50000 1102.50| 680.00000 680.00| 1100.00000 1100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0173 202-03000 LUMP| 7870.80000 7870.80| 7892.00000 7892.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0174 202-03000 LUMP| 52.50000 52.50| 300.00000 300.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0175 202-03000 LUMP| 210.00000 210.00| 1800.00000 1800.00| 850.00000 850.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0176 202-03000 LUMP| 300.00000 300.00| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0177 202-03000 LUMP| 52.50000 52.50| 800.00000 800.00| 2350.00000 2350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | 0178 202-03000 LUMP| 7608.30000 7608.30| 7912.00000 7912.00| 13600.00000 13600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0179 202-03000 LUMP| 168.00000 168.00| 200.00000 200.00| 420.00000 420.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0180 202-03000 LUMP| 168.00000 168.00| 200.00000 200.00| 560.00000 560.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0181 202-03000 LUMP| 52.50000 52.50| 360.00000 360.00| 420.00000 420.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0182 202-03000 LUMP| 300.00000 300.00| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0183 202-03000 LUMP| 26.25000 26.25| 200.00000 200.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0184 202-03000 LUMP| 52.50000 52.50| 340.00000 340.00| 560.00000 560.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1489621 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 202-03000 LUMP| 26.25000 26.25| 560.00000 560.00| 350.00000 350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 87 | | | 0186 202-03000 LUMP| 1617.00000 1617.00| 1800.00000 1800.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 94 | | | 0187 202-03000 LUMP| 300.00000 300.00| 1.00000 1.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 98SA | | | 0188 202-03000 LUMP| 278.25000 278.25| 1125.00000 1125.00| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 103 | | | 0189 202-03000 LUMP| 300.00000 300.00| 1.00000 1.00| 420.00000 420.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 104SA | | | 0190 202-03000 LUMP| 451.50000 451.50| 680.00000 680.00| 500.00000 500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 112 | | | SECTION TOTALS | $ 5,547,817.61| $ 6,381,320.73| $ 6,385,919.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,547,817.61| $ 6,381,320.73| $ 6,385,919.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 598584.00000 598584.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2189.00000 52536.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 596571.70000 596571.70| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 148830.00000 148830.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 43000.000 SYS | 9.79000 420970.00| | PAVEMENT, REMOVE | | | 0006 202-02241 329.000 LFT | 7.10000 2335.90| | GUARDRAIL, REMOVE | | | 0007 202-02278 5050.000 LFT | 4.25000 21462.50| | CURB, CONCRETE, REMOVE | | | 0009 202-03875 17.000 EACH| 397.00000 6749.00| | CONCRETE STEPS, REMOVE | | | 0010 202-04089 43.000 EACH| 11.00000 473.00| | SIGN, SHEET, REMOVE | | | 0011 202-52710 3300.000 SYS | 13.02000 42966.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 429.000 SYS | 1.50000 643.50| | SURFACE MILLING, ASPHALT | | | 0013 202-74080 3.000 EACH| 825.00000 2475.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0014 202-78515 LUMP| 4950.00000 4950.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 42.000 EACH| 276.00000 11592.00| | INLET, REMOVE | | | 0016 202-93047 4.000 EACH| 649.00000 2596.00| | MANHOLE, REMOVE | | | 0017 203-02000 15424.000 CYS | 9.08000 140049.92| | EXCAVATION, COMMON | | | 0018 203-02070 500.000 CYS | 16.71000 8355.00| | BORROW | | | 0019 205-06933 45.000 EACH| 60.50000 2722.50| | TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 9520.000 LFT | 1.71000 16279.20| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 207-07498 63318.000 SYS | 4.97000 314690.46| | SUBGRADE TREATMENT, TYPE A | | | 0022 213-52830 4100.000 CYS | 78.50000 321850.00| | FLOWABLE MORTAR | | | 0023 303-52308 3120.000 TON | 19.28000 60153.60| | COMPACTED AGGREGATE, O, 53 | | | 0024 401-06264 LUMP| 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0025 401-07329 4800.000 TON | 42.13000 202224.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0026 401-07399 7900.000 TON | 33.94000 268126.00| | QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07409 25600.000 TON | 29.54000 756224.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0028 401-07429 11900.000 TON | 32.84000 390796.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0032 405-05517 18.700 TON | 242.00000 4525.40| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 63.300 TON | 231.00000 14622.30| | ASPHALT FOR TACK COAT | | | 0034 601-01700 1.000 EACH| 1760.00000 1760.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0035 601-94689 2.000 EACH| 2310.00000 4620.00| | GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 710.000 LFT | 13.20000 9372.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 604-06069 975.000 SYS | 51.18000 49900.50| | CURB RAMP, CONCRETE | | | 0038 604-06070 5575.000 SYS | 51.18000 285328.50| | SIDEWALK, CONCRETE | | | 0039 604-44251 83.000 CYS | 1054.00000 87482.00| | STEPS, CONCRETE | | | 0040 605-06120 602.000 LFT | 12.18000 7332.36| | CURB, CONCRETE | | | 0041 605-06160 397.000 LFT | 14.73000 5847.81| | CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0042 605-06165 10560.000 LFT | 15.73000 166108.80| | CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0043 605-06250 450.000 SYS | 75.47000 33961.50| | CENTER CURB, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 605-96305 5400.000 LFT | 12.10000 65340.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0045 610-05527 600.000 TON | 110.54000 66324.00| | HMA FOR APPROACHES | | | 0046 611-05330 5700.000 SYS | 56.95000 324615.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 615-06490 178.000 EACH| 115.50000 20559.00| | RIGHT OF WAY MARKER | | | 0048 615-06505 29.000 EACH| 478.50000 13876.50| | MONUMENT, B | | | 0049 615-06515 1.000 EACH| 137.50000 137.50| | MONUMENT, D | | | 0050 616-02320 960.000 SYS | 1.92000 1843.20| | GEOTEXTILES | | | 0051 616-06405 730.000 TON | 29.33000 21410.90| | RIPRAP, REVETMENT | | | 0052 616-07210 450.000 LFT | 69.50000 31275.00| | FIBER ROLL | | | 0053 621-01004 2.000 EACH| 6996.00000 13992.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 2.100 TON | 770.00000 1617.00| | FERTILIZER | | | 0055 621-06554 776.000 LBS | 4.66000 3616.16| | SEED MIXTURE, U | | | 0056 621-06557 250.000 LBS | 10.03000 2507.50| | SEED MIXTURE, T | | | 0057 621-06565 10.300 TON | 587.40000 6050.22| | MULCHING MATERIAL | | | 0058 621-06567 20.000 MG | 2.20000 44.00| | WATER | | | 0059 621-06575 5000.000 SYS | 14.86000 74300.00| | SODDING, NURSERY | | | 0060 702-51015 54.000 CYS | 251.07000 13557.78| | CONCRETE, B, FOOTINGS | | | 0061 702-93722 34.000 CYS | 374.28000 12725.52| | CONCRETE, C | | | 0062 715-05048 18756.000 LFT | 5.64000 105783.84| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0063 715-05147 10.000 LFT | 41.39000 413.90| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 715-05149 2781.000 LFT | 34.55000 96083.55| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 2860.000 LFT | 36.63000 104761.80| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 787.000 LFT | 39.85000 31361.95| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 2617.000 LFT | 45.64000 119439.88| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1500.000 LFT | 65.95000 98925.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05363 88.000 LFT | 68.60000 6036.80| | PIPE, TYPE 3, DEFORMED, 1.8 SQ. FT. | | | 0070 715-26728 1.000 EACH| 2416.00000 2416.00| | GRATED BOX END SECTION, II, 4:1, 12 IN. | | | 0071 715-46000 2.000 EACH| 676.00000 1352.00| | PIPE END SECTION, 12 IN. | | | 0072 715-46005 2.000 EACH| 676.00000 1352.00| | PIPE END SECTION, 15 IN. | | | 0073 715-46010 1.000 EACH| 946.50000 946.50| | PIPE END SECTION, 18 IN. | | | 0074 715-46020 1.000 EACH| 1134.00000 1134.00| | PIPE END SECTION, 24 IN. | | | 0075 715-46030 3.000 EACH| 1327.00000 3981.00| | PIPE END SECTION, 30 IN. | | | 0076 715-46055 4.000 EACH| 973.00000 3892.00| | PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | 0077 715-91361 365.000 LFT | 21.29000 7770.85| | PIPE, PVC, 6 IN. | | | 0079 718-06531 6.000 EACH| 982.00000 5892.00| | OUTLET PROTECTOR, 3 | | | 0080 718-06532 3000.000 LFT | 1.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 1501.000 CYS | 29.70000 44579.70| | AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 18088.000 SYS | 1.80000 32558.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-44000 38.000 EACH| 350.00000 13300.00| | CASTING, ADJUST TO GRADE | | | 0084 720-45030 5.000 EACH| 1081.68000 5408.40| | INLET, E7 | | | 0085 720-45035 6.000 EACH| 1064.55000 6387.30| | INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 720-45040 1.000 EACH| 2412.05000 2412.05| | INLET, G7 | | | 0087 720-45045 25.000 EACH| 1362.38000 34059.50| | INLET, J10 | | | 0088 720-45055 2.000 EACH| 1416.83000 2833.66| | INLET, M10 | | | 0089 720-45235 5.000 EACH| 1544.90000 7724.50| | CATCH BASIN, E7 | | | 0090 720-45240 48.000 EACH| 2094.30000 100526.40| | CATCH BASIN, J10 | | | 0091 720-45250 12.000 EACH| 1718.70000 20624.40| | CATCH BASIN, K10 | | | 0092 720-45410 12.000 EACH| 1453.36000 17440.32| | MANHOLE, C4 | | | 0093 720-45415 5.000 EACH| 2050.75000 10253.75| | MANHOLE, D4 | | | 0094 720-91352 3.000 EACH| 1575.10000 4725.30| | CATCH BASIN, F7 | | | 0095 801-06203 52500.000 LFT | 0.22000 11550.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0096 801-06207 45600.000 LFT | 0.84000 38304.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0097 801-06218 500.000 LFT | 5.02000 2510.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0098 801-06606 20.000 EACH| 141.90000 2838.00| | BARRICADE, IIIB | | | 0099 801-06625 14.000 EACH| 121.00000 1694.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 45.000 EACH| 112.20000 5049.00| | CONSTRUCTION SIGN, A | | | 0101 801-06645 12.000 EACH| 33.00000 396.00| | CONSTRUCTION SIGN, B | | | 0102 801-06710 720.000 DAY | 11.00000 7920.00| | FLASHING ARROW SIGN | | | 0103 801-06775 LUMP| 147210.00000 147210.00| | MAINTAINING TRAFFIC | | | 0104 801-94295 34.000 EACH| 132.00000 4488.00| | SIGNAL HEAD, RELOCATE | | | 0105 802-05701 159.880 LFT | 8.25000 1319.01| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 802-05702 1115.100 LFT | 6.16000 6869.02| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0107 802-05705 105.600 LFT | 6.27000 662.11| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0108 802-07057 83.750 SFT | 27.61000 2312.34| | SIGN, PANEL, WITH LEGEND | | | 0109 802-07151 8.000 EACH| 242.00000 1936.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0110 802-76025 531.310 SFT | 13.75000 7305.51| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0111 802-76035 378.800 SFT | 14.08000 5333.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0112 802-76045 22.810 SFT | 15.29000 348.76| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0113 802-76095 1108.580 LBS | 2.42000 2682.76| | STRUCTURAL STEEL, BREAKAWAY | | | 0114 802-91122 3.000 EACH| 66.00000 198.00| | SIGN, GROUND MOUNTED, RESET | | | 0115 802-99045 6.000 EACH| 143.00000 858.00| | SIGN REMOUNTING ,OVERHEAD,STREET NAME | | | SIGN | | | 0116 805-01815 8.000 EACH| 1925.00000 15400.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0117 805-01816 1.000 EACH| 1100.00000 1100.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0118 805-01842 10.000 EACH| 902.00000 9020.00| | HANDHOLE, SIGNAL | | | 0119 805-01843 1.000 EACH| 242.00000 242.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0120 805-01893 LUMP| 5500.00000 5500.00| | MAINTAINING TRAFFIC SIGNAL | | | 0121 805-02072 1.000 EACH| 3025.00000 3025.00| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 805-02152 8.000 EACH| 550.00000 4400.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0123 805-06592 955.000 LFT | 8.80000 8404.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0124 805-06834 2.000 EACH| 10890.00000 21780.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0125 805-78205 15.000 EACH| 660.00000 9900.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0126 805-78245 2.000 EACH| 1980.00000 3960.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0127 805-78415 7.000 EACH| 1595.00000 11165.00| | SPAN, CATENARY, AND TETHER | | | 0128 805-78420 7.000 EACH| 242.00000 1694.00| | DISCONNECT HANGER | | | 0129 805-78445 2.000 EACH| 440.00000 880.00| | SIGNAL SERVICE | | | 0130 805-78467 130.000 LFT | 1.54000 200.20| | SIGNAL CABLE, 3C 8GA. | | | 0131 805-78480 970.000 LFT | 0.88000 853.60| | SIGNAL CABLE, 3C 14GA. | | | 0132 805-78485 1595.000 LFT | 0.88000 1403.60| | SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 1345.000 LFT | 0.99000 1331.55| | SIGNAL CABLE, 7C 14GA. | | | 0134 805-78510 2415.000 LFT | 0.88000 2125.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0135 805-78746 2319.000 LFT | 16.50000 38263.50| | PREFORMED LOOP DETECTORS | | | 0136 805-78925 2.000 EACH| 605.00000 1210.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81032 6.000 EACH| 2695.00000 16170.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0138 805-81060 2.000 EACH| 3212.00000 6424.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0139 805-92504 8.000 EACH| 330.00000 2640.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 805-96121 8.000 EACH| 110.00000 880.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0141 808-06701 7600.000 LFT | 0.29000 2204.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0142 808-06703 1300.000 LFT | 0.29000 377.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0143 808-06716 31600.000 LFT | 0.45000 14220.00| | LINE, REMOVE | | | 0144 808-75245 17800.000 LFT | 0.29000 5162.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0145 808-75260 700.000 LFT | 1.65000 1155.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0146 808-75274 3400.000 LFT | 1.10000 3740.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0147 808-75297 550.000 LFT | 3.30000 1815.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0148 808-75300 1800.000 LFT | 0.83000 1494.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0149 808-75320 12.000 EACH| 52.80000 633.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75325 6.000 EACH| 71.50000 429.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 202-96133 8200.000 LFT | 7.91000 64862.00| | PIPE, REMOVE EXISTING GAS LINE | | | 0152 202-92969 8200.000 LFT | 10.54000 86428.00| | SEWER, 4 FT. TO 8 FT. DEPTH, REMOVE | | | 0153 202-96133 8200.000 LFT | 7.91000 64862.00| | PIPE, REMOVE EXISTING WATER LINE | | | 0154 202-91351 8200.000 LFT | 16.88000 138416.00| | TRACK, REMOVE RAILROAD TIES AND TRACK | | | 0155 202-94954 86.000 LFT | 31.80000 2734.80| | BARRIER WALL, CONCRETE, REMOVE | | | 0156 202-96151 LUMP| 4800.00000 4800.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 105-06906 36.000 MOS | 78.84000 2838.24| | CELLULAR SERVICE(SUPERVISOR) | | | 0158 105-06907 36.000 MOS | 78.84000 2838.24| | CELLULAR SERVICE(INSPECTOR) | | | 0159 211-07454 6074.000 CYS | 20.00000 121480.00| | STRUCTURE BACKFILL | | | 0160 305-05204 300.000 TON | 72.37000 21711.00| | HMA FOR PATCHING | | | 0161 801-04308 10.000 EACH| 341.00000 3410.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0162 611-06497 33.000 EACH| 106.54400 3515.95| | MAILBOX ASSEMBLY, SINGLE | | | 0163 806-06539 LUMP| 4400.00000 4400.00| | TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0164 801-02617 4.000 EACH| 286.00000 1144.00| | TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0165 805-94295 6.000 EACH| 231.00000 1386.00| | SIGNAL HEAD, RELOCATE | | | 0166 805-02595 6.000 EACH| 220.00000 1320.00| | CONTROLLER, RESET TIMING | | | 0167 305-05206 5460.000 TON | 43.21000 235926.60| | WIDENING WITH HMA | | | 0168 601-04746 1.000 EACH| 5940.00000 5940.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0169 601-06224 1.000 EACH| 45731.00000 45731.00| | IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0170 602-02155 58.000 LFT | 26.81000 1554.98| | MEDIAN BARRIER, CONCRETE, RESET | | | 0171 108-01614 LUMP| 13090.00000 13090.00| | PARTNERING OVERHEAD | | | 0172 202-03000 LUMP| 1050.00000 1050.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0173 202-03000 LUMP| 8000.00000 8000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0174 202-03000 LUMP| 50.00000 50.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0175 202-03000 LUMP| 200.00000 200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 202-03000 LUMP| 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0177 202-03000 LUMP| 50.00000 50.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | 0178 202-03000 LUMP| 8610.00000 8610.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0179 202-03000 LUMP| 160.00000 160.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0180 202-03000 LUMP| 160.00000 160.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0181 202-03000 LUMP| 50.00000 50.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0182 202-03000 LUMP| 7000.00000 7000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0183 202-03000 LUMP| 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0184 202-03000 LUMP| 50.00000 50.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0185 202-03000 LUMP| 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 87 | | | 0186 202-03000 LUMP| 1540.00000 1540.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 94 | | | 0187 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 98SA | | | 0188 202-03000 LUMP| 265.00000 265.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 103 | | | 0189 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 104SA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 120 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,618,839.07 ROUTE : US 35 CALL ORDER : 120 CONTRACT ID : R -26193-A COUNTIES : LAPORTE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 202-03000 LUMP| 430.00000 430.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 112 | | | SECTION TOTALS | $ 7,969,726.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,969,726.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2066018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 387,000.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 387,984.65 100.2544% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 428,416.52 110.7019% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 433,032.71 111.8947% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 448,177.82 115.8082% 6 35-1489621 HRP CONSTRUCTION, INC. $ 497,945.00 128.6679% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 539,939.21 139.5191% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 6500.00000 6500.00| 10845.35000 10845.35 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 1800.00000 10800.00| 2819.89000 16919.34 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 11500.00000 11500.00| 19000.00000 19000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5373.15000 5373.15| 7700.00000 7700.00| 5101.88000 5101.88 CLEARING RIGHT OF WAY | | | 0005 202-02240 174.000 m2 | 40.00000 6960.00| 25.00000 4350.00| 9.01000 1567.74 PAVEMENT, REMOVE | | | 0006 202-02278 56.000 m | 10.00000 560.00| 25.00000 1400.00| 3.93000 220.08 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 84.000 m2 | 5.00000 420.00| 10.00000 840.00| 4.16000 349.44 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 314.000 m2 | 6.00000 1884.00| 13.00000 4082.00| 6.04000 1896.56 SURFACE MILLING, ASPHALT | | | 0010 205-06937 36.000 m | 20.00000 720.00| 18.66000 671.76| 18.66000 671.76 TEMPORARY SILT FENCE | | | 0011 206-51230 69.000 m3 | 30.00000 2070.00| 59.00000 4071.00| 22.78000 1571.82 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 92.000 m3 | 60.00000 5520.00| 8.50000 782.00| 41.05000 3776.60 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 148.000 m3 | 150.00000 22200.00| 63.00000 9324.00| 199.12000 29469.76 FLOWABLE MORTAR | | | 0014 402-07433 44.000 Mg | 60.00000 2640.00| 150.00000 6600.00| 140.00000 6160.00 HMA TYPE B, SURFACE | | | 0015 402-07438 26.000 Mg | 60.00000 1560.00| 150.00000 3900.00| 145.00000 3770.00 HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 94.000 Mg | 60.00000 5640.00| 150.00000 14100.00| 105.00000 9870.00 HMA TYPE B, BASE | | | 0017 406-05521 661.000 m2 | 0.10000 66.10| 0.05000 33.05| 0.05000 33.05 ASPHALT FOR TACK COAT | | | 0018 601-06234 4.000 EACH| 20000.00000 80000.00| 19000.00000 76000.00| 15118.39000 60473.56 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0019 602-06639 60.000 m | 200.00000 12000.00| 95.00000 5700.00| 118.78000 7126.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 94.400 m2 | 50.00000 4720.00| 45.00000 4248.00| 35.31000 3333.26 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06120 56.000 m | 160.00000 8960.00| 70.00000 3920.00| 42.90000 2402.40 CURB, CONCRETE | | | 0022 616-02320 290.000 m2 | 1.00000 290.00| 5.90000 1711.00| 2.08000 603.20 GEOTEXTILES | | | 0023 616-93019 249.000 m2 | 60.00000 14940.00| 51.30000 12773.70| 132.78000 33062.22 RIPRAP, GROUTED, 450 mm | | | 0024 621-06570 23.000 m3 | 70.00000 1610.00| 40.00000 920.00| 72.97000 1678.31 TOP SOIL | | | 0025 621-06575 151.000 m2 | 30.00000 4530.00| 17.50000 2642.50| 17.50000 2642.50 SODDING, NURSERY | | | 0026 702-51015 46.800 m3 | 500.00000 23400.00| 300.00000 14040.00| 288.00000 13478.40 CONCRETE, B, FOOTINGS | | | 0027 702-51863 18.000 EACH| 100.00000 1800.00| 18.00000 324.00| 6.00000 108.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-93722 38.500 m3 | 600.00000 23100.00| 950.00000 36575.00| 1004.83000 38685.96 CONCRETE, C | | | 0029 703-51030 7532.000 kg | 1.25000 9415.00| 1.13000 8511.16| 1.42000 10695.44 REINFORCING STEEL | | | 0030 703-51032 1267.000 kg | 1.25000 1583.75| 1.42000 1799.14| 1.68000 2128.56 REINFORCING STEEL, EPOXY COATED | | | 0031 706-06349 30.500 m | 300.00000 9150.00| 358.51000 10934.56| 367.93000 11221.87 RAILING, TX | | | 0032 706-06372 4.000 EACH| 4000.00000 16000.00| 1697.36000 6789.44| 1765.15000 7060.60 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0033 714-26712 24.000 m | 2000.00000 48000.00| 2300.00000 55200.00| 2862.34000 68696.16 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05048 28.000 m | 10.00000 280.00| 47.00000 1316.00| 29.82000 834.96 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0035 715-05148 20.000 m | 150.00000 3000.00| 149.00000 2980.00| 75.13000 1502.60 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0036 801-04308 8.000 EACH| 90.00000 720.00| 85.00000 680.00| 85.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06207 487.000 m | 2.50000 1217.50| 2.50000 1217.50| 2.50000 1217.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06469 1195.000 m | 5.00000 5975.00| 5.00000 5975.00| 5.00000 5975.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0039 801-06605 12.000 EACH| 80.00000 960.00| 65.00000 780.00| 65.00000 780.00 BARRICADE, IIIA | | | 0040 801-06606 2.000 EACH| 90.00000 180.00| 92.00000 184.00| 92.00000 184.00 BARRICADE, IIIB | | | 0041 801-06640 35.000 EACH| 65.00000 2275.00| 65.00000 2275.00| 65.00000 2275.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0043 801-06710 360.000 DAY | 12.00000 4320.00| 12.00000 4320.00| 12.00000 4320.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 8000.00000 8000.00| 5600.00000 5600.00| 3100.00000 3100.00 MAINTAINING TRAFFIC | | | 0045 808-06711 186.000 m | 1.00000 186.00| 0.82000 152.52| 0.82000 152.52 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0046 808-06712 186.000 m | 1.00000 186.00| 0.82000 152.52| 0.82000 152.52 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06714 760.000 m | 1.00000 760.00| 0.82000 623.20| 0.82000 623.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 739.000 m | 1.50000 1108.50| 1.40000 1034.60| 1.40000 1034.60 LINE, REMOVE | | | 0049 808-75996 64.000 EACH| 20.00000 1280.00| 8.00000 512.00| 16.00000 1024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 64.000 EACH| 60.00000 3840.00| 60.00000 3840.00| 60.00000 3840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 387,000.00| $ 387,984.65| $ 428,416.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,000.00| $ 387,984.65| $ 428,416.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1339168 |(6) 35-1489621 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7270.00000 7270.00| 4976.03000 4976.03| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1660.00000 9960.00| 2121.25000 12727.50| 1600.00000 9600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21660.00000 21660.00| 22631.00000 22631.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17230.00000 17230.00| 5279.77000 5279.77| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 174.000 m2 | 22.22000 3866.28| 37.92000 6598.08| 6.00000 1044.00 PAVEMENT, REMOVE | | | 0006 202-02278 56.000 m | 29.50000 1652.00| 45.25000 2534.00| 6.00000 336.00 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 68265.00000 68265.00| 70387.93000 70387.93| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 84.000 m2 | 9.80000 823.20| 16.51000 1386.84| 6.00000 504.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 314.000 m2 | 11.17000 3507.38| 14.17000 4449.38| 8.00000 2512.00 SURFACE MILLING, ASPHALT | | | 0010 205-06937 36.000 m | 6.35000 228.60| 18.66000 671.76| 5.00000 180.00 TEMPORARY SILT FENCE | | | 0011 206-51230 69.000 m3 | 25.40000 1752.60| 74.03000 5108.07| 12.00000 828.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 92.000 m3 | 86.70000 7976.40| 36.23000 3333.16| 17.00000 1564.00 STRUCTURE BACKFILL | | | 0013 213-52830 148.000 m3 | 200.00000 29600.00| 137.17000 20301.16| 50.00000 7400.00 FLOWABLE MORTAR | | | 0014 402-07433 44.000 Mg | 90.00000 3960.00| 140.00000 6160.00| 140.00000 6160.00 HMA TYPE B, SURFACE | | | 0015 402-07438 26.000 Mg | 90.00000 2340.00| 135.00000 3510.00| 135.00000 3510.00 HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 94.000 Mg | 90.00000 8460.00| 135.00000 12690.00| 135.00000 12690.00 HMA TYPE B, BASE | | | 0017 406-05521 661.000 m2 | 0.60000 396.60| 2.00000 1322.00| 2.00000 1322.00 ASPHALT FOR TACK COAT | | | 0018 601-06234 4.000 EACH| 15325.00000 61300.00| 14600.00000 58400.00| 14700.00000 58800.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0019 602-06639 60.000 m | 78.80000 4728.00| 290.63000 17437.80| 100.00000 6000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 94.400 m2 | 33.55000 3167.12| 46.81000 4418.86| 40.00000 3776.00 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1339168 |(6) 35-1489621 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06120 56.000 m | 72.45000 4057.20| 113.75000 6370.00| 60.00000 3360.00 CURB, CONCRETE | | | 0022 616-02320 290.000 m2 | 4.60000 1334.00| 4.32000 1252.80| 3.00000 870.00 GEOTEXTILES | | | 0023 616-93019 249.000 m2 | 66.00000 16434.00| 70.39000 17527.11| 64.00000 15936.00 RIPRAP, GROUTED, 450 mm | | | 0024 621-06570 23.000 m3 | 89.00000 2047.00| 123.48000 2840.04| 20.00000 460.00 TOP SOIL | | | 0025 621-06575 151.000 m2 | 17.50000 2642.50| 17.50000 2642.50| 5.00000 755.00 SODDING, NURSERY | | | 0026 702-51015 46.800 m3 | 500.00000 23400.00| 383.06000 17927.21| 305.00000 14274.00 CONCRETE, B, FOOTINGS | | | 0027 702-51863 18.000 EACH| 13.00000 234.00| 26.06000 469.08| 10.00000 180.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-93722 38.500 m3 | 600.00000 23100.00| 1024.91000 39459.04| 796.00000 30646.00 CONCRETE, C | | | 0029 703-51030 7532.000 kg | 1.17000 8812.44| 1.60000 12051.20| 1.25000 9415.00 REINFORCING STEEL | | | 0030 703-51032 1267.000 kg | 1.29000 1634.43| 1.61000 2039.87| 3.00000 3801.00 REINFORCING STEEL, EPOXY COATED | | | 0031 706-06349 30.500 m | 65.00000 1982.50| 1.00000 30.50| 470.00000 14335.00 RAILING, TX | | | 0032 706-06372 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 3800.00000 15200.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0033 714-26712 24.000 m | 1985.45000 47650.80| 1832.30000 43975.20| 3800.00000 91200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0034 715-05048 28.000 m | 19.45000 544.60| 26.10000 730.80| 26.00000 728.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0035 715-05148 20.000 m | 67.80000 1356.00| 275.15000 5503.00| 57.00000 1140.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0036 801-04308 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 85.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06207 487.000 m | 2.50000 1217.50| 2.50000 1217.50| 3.00000 1461.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06469 1195.000 m | 5.00000 5975.00| 5.00000 5975.00| 5.00000 5975.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0039 801-06605 12.000 EACH| 65.00000 780.00| 65.00000 780.00| 65.00000 780.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1339168 |(6) 35-1489621 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06606 2.000 EACH| 92.00000 184.00| 92.00000 184.00| 92.00000 184.00 BARRICADE, IIIB | | | 0041 801-06640 35.000 EACH| 65.00000 2275.00| 65.00000 2275.00| 65.00000 2275.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0043 801-06710 360.000 DAY | 16.00000 5760.00| 12.00000 4320.00| 18.00000 6480.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 8463.32000 8463.32| 2334.75000 2334.75| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0045 808-06711 186.000 m | 0.82000 152.52| 0.82000 152.52| 0.50000 93.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0046 808-06712 186.000 m | 0.82000 152.52| 0.82000 152.52| 0.50000 93.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06714 760.000 m | 0.82000 623.20| 0.82000 623.20| 0.50000 380.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 739.000 m | 1.40000 1034.60| 1.40000 1034.60| 2.00000 1478.00 LINE, REMOVE | | | 0049 808-75996 64.000 EACH| 6.60000 422.40| 21.36000 1367.04| 25.00000 1600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 64.000 EACH| 60.00000 3840.00| 60.00000 3840.00| 60.00000 3840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 433,032.71| $ 448,177.82| $ 497,945.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,032.71| $ 448,177.82| $ 497,945.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 22000.00000 22000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2300.00000 13800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 63375.00000 63375.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 174.000 m2 | 25.00000 4350.00| | PAVEMENT, REMOVE | | | 0006 202-02278 56.000 m | 15.00000 840.00| | CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 24500.00000 24500.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 84.000 m2 | 15.00000 1260.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 314.000 m2 | 13.00000 4082.00| | SURFACE MILLING, ASPHALT | | | 0010 205-06937 36.000 m | 50.00000 1800.00| | TEMPORARY SILT FENCE | | | 0011 206-51230 69.000 m3 | 130.00000 8970.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 92.000 m3 | 70.00000 6440.00| | STRUCTURE BACKFILL | | | 0013 213-52830 148.000 m3 | 127.00000 18796.00| | FLOWABLE MORTAR | | | 0014 402-07433 44.000 Mg | 200.00000 8800.00| | HMA TYPE B, SURFACE | | | 0015 402-07438 26.000 Mg | 110.00000 2860.00| | HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 94.000 Mg | 110.00000 10340.00| | HMA TYPE B, BASE | | | 0017 406-05521 661.000 m2 | 1.00000 661.00| | ASPHALT FOR TACK COAT | | | 0018 601-06234 4.000 EACH| 15500.00000 62000.00| | IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0019 602-06639 60.000 m | 330.00000 19800.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 94.400 m2 | 56.00000 5286.40| | SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06120 56.000 m | 102.00000 5712.00| | CURB, CONCRETE | | | 0022 616-02320 290.000 m2 | 23.00000 6670.00| | GEOTEXTILES | | | 0023 616-93019 249.000 m2 | 75.00000 18675.00| | RIPRAP, GROUTED, 450 mm | | | 0024 621-06570 23.000 m3 | 149.00000 3427.00| | TOP SOIL | | | 0025 621-06575 151.000 m2 | 20.00000 3020.00| | SODDING, NURSERY | | | 0026 702-51015 46.800 m3 | 500.00000 23400.00| | CONCRETE, B, FOOTINGS | | | 0027 702-51863 18.000 EACH| 25.00000 450.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-93722 38.500 m3 | 1150.00000 44275.00| | CONCRETE, C | | | 0029 703-51030 7532.000 kg | 1.55000 11674.60| | REINFORCING STEEL | | | 0030 703-51032 1267.000 kg | 1.75000 2217.25| | REINFORCING STEEL, EPOXY COATED | | | 0031 706-06349 30.500 m | 1.00000 30.50| | RAILING, TX | | | 0032 706-06372 4.000 EACH| 3000.00000 12000.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0033 714-26712 24.000 m | 3395.00000 81480.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0034 715-05048 28.000 m | 75.00000 2100.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0035 715-05148 20.000 m | 470.00000 9400.00| | PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0036 801-04308 8.000 EACH| 85.00000 680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06207 487.000 m | 2.56000 1246.72| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06469 1195.000 m | 5.02000 5998.90| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0039 801-06605 12.000 EACH| 65.00000 780.00| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,861.14 ROUTE : SR 933 CALL ORDER : 130 CONTRACT ID : R -26339-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06606 2.000 EACH| 92.00000 184.00| | BARRICADE, IIIB | | | 0041 801-06640 35.000 EACH| 65.00000 2275.00| | CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 25.00000 100.00| | CONSTRUCTION SIGN, B | | | 0043 801-06710 360.000 DAY | 12.00000 4320.00| | FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 3100.00000 3100.00| | MAINTAINING TRAFFIC | | | 0045 808-06711 186.000 m | 0.82000 152.52| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0046 808-06712 186.000 m | 0.82000 152.52| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06714 760.000 m | 0.82000 623.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 739.000 m | 1.40000 1034.60| | LINE, REMOVE | | | 0049 808-75996 64.000 EACH| 15.00000 960.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 64.000 EACH| 60.00000 3840.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 539,939.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 539,939.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : G165003 G165003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,362,600.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,395,065.46 102.3826% 3 35-2008626 CENTRAL INDIANA CONTRACTING INC. $ 1,452,963.18 106.6316% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,737,570.86 127.5187% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2008626 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |CENTRAL INDIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER/CURB/ GUTTER CONSTRUCTION | | | 0001 105-06845 LUMP| 18000.00000 18000.00| 19900.00000 19900.00| 26180.00000 26180.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1450.00000 8700.00| 2895.00000 17370.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 67000.00000 67000.00| 70000.00000 70000.00| 37535.00000 37535.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13500.00000 13500.00| 12000.00000 12000.00| 25906.00000 25906.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 2517.000 m3 | 9.75000 24540.75| 9.03000 22728.51| 6.65000 16738.05 EXCAVATION, COMMON | | | 0006 203-02070 15401.000 m3 | 8.25000 127058.25| 7.81000 120281.81| 14.85000 228704.85 BORROW | | | 0007 205-06931 74.160 Mg | 11.00000 815.76| 30.00000 2224.80| 15.45000 1145.77 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06937 1255.000 m | 6.00000 7530.00| 5.05000 6337.75| 5.65000 7090.75 TEMPORARY SILT FENCE | | | 0009 207-07500 2520.000 m2 | 3.10000 7812.00| 5.95000 14994.00| 5.00000 12600.00 SUBGRADE TREATMENT, TYPE C | | | 0010 211-02060 1138.000 m3 | 16.00000 18208.00| 21.46000 24421.48| 17.45000 19858.10 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 70.200 Mg | 19.00000 1333.80| 39.00000 2737.80| 47.50000 3334.50 COMPACTED AGGREGATE, O, 53 | | | 0012 304-07489 30.000 Mg | 100.00000 3000.00| 100.00000 3000.00| 110.00000 3300.00 HMA PATCHING, TYPE A | | | 0013 305-98794 30.000 Mg | 16.50000 495.00| 39.00000 1170.00| 47.50000 1425.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2008626 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |CENTRAL INDIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-06264 LUMP| 600.00000 600.00| 600.00000 600.00| 660.00000 660.00 PROFILOGRAPH, HMA | | | 0018 406-05520 7.900 Mg | 210.00000 1659.00| 210.00000 1659.00| 143.00000 1129.70 ASPHALT FOR TACK COAT | | | 0019 604-06070 1748.000 m2 | 24.50000 42826.00| 20.50000 35834.00| 24.75000 43263.00 SIDEWALK, CONCRETE | | | 0020 605-06150 1470.000 m | 39.00000 57330.00| 59.25000 87097.50| 35.15000 51670.50 CURB AND GUTTER, C, CONCRETE MODIFIED | | | 0021 610-05527 14.900 Mg | 125.00000 1862.50| 130.00000 1937.00| 143.00000 2130.70 HMA FOR APPROACHES | | | 0022 611-05330 91.000 m2 | 40.00000 3640.00| 38.00000 3458.00| 41.25000 3753.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 616-02320 50.000 m2 | 3.50000 175.00| 3.80000 190.00| 26.90000 1345.00 GEOTEXTILES | | | 0024 616-06405 32.000 Mg | 19.00000 608.00| 33.60000 1075.20| 27.20000 870.40 RIPRAP, REVETMENT | | | 0025 621-01004 3.000 EACH| 385.00000 1155.00| 635.00000 1905.00| 550.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-01743 47.000 kg | 8.40000 394.80| 10.35000 486.45| 5.30000 249.10 SEED MIXTURE, GRASS, 2 | | | 0027 621-06545 1.400 Mg | 370.00000 518.00| 570.00000 798.00| 545.00000 763.00 FERTILIZER | | | 0028 621-06548 12.000 kg | 73.00000 876.00| 68.00000 816.00| 106.00000 1272.00 SEED MIXTURE, CV | | | 0029 621-06554 193.000 kg | 6.45000 1244.85| 8.90000 1717.70| 2.45000 472.85 SEED MIXTURE, U | | | 0030 621-06557 69.400 kg | 3.40000 235.96| 5.10000 353.94| 5.60000 388.64 SEED MIXTURE, T | | | 0031 621-06559 1525.000 m2 | 0.50000 762.50| 1.05000 1601.25| 0.33000 503.25 MULCHED SEEDING, R | | | 0032 621-06565 7.000 Mg | 520.00000 3640.00| 445.00000 3115.00| 545.00000 3815.00 MULCHING MATERIAL | | | 0033 621-06567 165.000 kL | 0.60000 99.00| 1.00000 165.00| 3.80000 627.00 WATER | | | 0034 621-06575 9047.000 m2 | 3.85000 34830.95| 3.45000 31212.15| 3.76000 34016.72 SODDING, NURSERY | | | 0035 702-51015 17.200 m3 | 630.00000 10836.00| 637.00000 10956.40| 495.00000 8514.00 CONCRETE, B, FOOTINGS | | | 0036 702-51863 10.000 EACH| 15.00000 150.00| 20.00000 200.00| 11.00000 110.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2008626 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |CENTRAL INDIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 702-90915 19.000 m3 | 1070.00000 20330.00| 1000.00000 19000.00| 1117.00000 21223.00 CONCRETE, A | | | 0038 703-06028 1901.000 kg | 2.00000 3802.00| 0.61000 1159.61| 2.28000 4334.28 REINFORCING BARS | | | 0039 714-26725 23.774 m | 3225.00000 76671.15| 2915.00000 69301.21| 3565.00000 84754.31 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm (3658 mm X | | | 1829 mm) | | | 0042 715-05021 10.500 m | 100.00000 1050.00| 375.00000 3937.50| 95.70000 1004.85 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-05149 931.500 m | 66.00000 61479.00| 123.54000 115077.51| 53.65000 49974.98 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 371.000 m | 70.00000 25970.00| 88.77000 32933.67| 80.30000 29791.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 36.700 m | 100.00000 3670.00| 176.00000 6459.20| 83.80000 3075.46 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05408 37.550 m | 125.00000 4693.75| 75.00000 2816.25| 79.30000 2977.72 PIPE, SANITARY SEWER, 200 mm | | | 0047 715-05415 723.040 m | 310.00000 224142.40| 196.00000 141715.84| 279.50000 202089.68 PIPE, SANITARY SEWER, 600 mm | | | 0048 715-46005 4.000 EACH| 275.00000 1100.00| 453.00000 1812.00| 490.00000 1960.00 PIPE END SECTION, 375 mm | | | 0049 715-92874 24.000 m | 575.00000 13800.00| 520.00000 12480.00| 565.00000 13560.00 PIPE ENCASEMENT , 600 mm, JACK AND BORE | | | 0050 720-45240 17.000 EACH| 2000.00000 34000.00| 1897.00000 32249.00| 1820.00000 30940.00 CATCH BASIN, J10 | | | 0051 720-45250 31.000 EACH| 1500.00000 46500.00| 1399.00000 43369.00| 1085.00000 33635.00 CATCH BASIN, K10 | | | 0052 720-94157 2.000 EACH| 6700.00000 13400.00| 6500.00000 13000.00| 5047.30000 10094.60 MANHOLE, C , DROP, MODIFIED | | | 0053 720-94157 6.000 EACH| 2900.00000 17400.00| 3300.00000 19800.00| 2740.00000 16440.00 MANHOLE, C , MODIFIED | | | 0054 732-02388 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 3773.00000 3773.00 WATER MAIN , TAPPING | | | 0055 732-05538 LUMP| 2500.00000 2500.00| 9500.00000 9500.00| 3645.00000 3645.00 TESTING AND DISINFECTION | | | 0056 732-91742 6.000 EACH| 2200.00000 13200.00| 2950.00000 17700.00| 2240.00000 13440.00 FIRE HYDRANT | | | 0057 732-91742 1.000 EACH| 1200.00000 1200.00| 2000.00000 2000.00| 1547.00000 1547.00 FIRE HYDRANT , RESET | | | 0058 732-96670 1110.170 m | 69.00000 76601.73| 65.00000 72161.05| 71.40000 79266.14 WATER MAIN, DUCTILE IRON, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2008626 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |CENTRAL INDIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 2.000 EACH| 310.00000 620.00| 390.00000 780.00| 330.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06640 18.000 EACH| 70.00000 1260.00| 125.00000 2250.00| 71.50000 1287.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 7027.81000 7027.81| 13676.00000 13676.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0064 802-76025 0.188 m2 | 1320.00000 248.16| 1148.94000 216.00| 1405.00000 264.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 0.836 m2 | 180.00000 150.48| 500.38000 418.32| 195.00000 163.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 802-76055 8.780 m | 15.00000 131.70| 50.00000 439.00| 18.00000 158.04 SIGN POST, A | | | 0067 808-06703 1832.000 m | 1.05000 1923.60| 1.10000 2015.20| 1.10000 2015.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 1196.000 m | 1.05000 1255.80| 1.10000 1315.60| 1.10000 1315.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75278 89.000 m | 4.50000 400.50| 5.00000 445.00| 4.65000 413.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0070 808-75297 26.000 m | 13.00000 338.00| 10.00000 260.00| 14.00000 364.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0071 808-75320 2.000 EACH| 80.00000 160.00| 50.00000 100.00| 85.80000 171.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0072 808-75325 2.000 EACH| 95.00000 190.00| 65.00000 130.00| 99.00000 198.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0073 808-92027 412.000 m | 2.10000 865.20| 3.35000 1380.20| 2.25000 927.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0074 801-07118 21.600 m | 21.00000 453.60| 46.60000 1006.56| 22.55000 487.08 BARRICADE, III-A | | | 0075 732-02388 12.000 EACH| 900.00000 10800.00| 1750.00000 21000.00| 1115.00000 13380.00 WATER MAIN , DUCTILE IRON, 300 mm, GATE | | | VALVE | | | 0076 401-07327 622.000 Mg | 52.00000 32344.00| 53.00000 32966.00| 58.00000 36076.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2008626 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |CENTRAL INDIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 401-07397 1035.000 Mg | 42.00000 43470.00| 43.00000 44505.00| 47.00000 48645.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0078 401-07412 4103.000 Mg | 38.00000 155914.00| 39.00000 160017.00| 42.90000 176018.70 QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | SECTION TOTALS | $ 1,362,600.00| $ 1,395,065.46| $ 1,452,963.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,362,600.00| $ 1,395,065.46| $ 1,452,963.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER/CURB/ GUTTER CONSTRUCTION | | | 0001 105-06845 LUMP| 25704.00000 25704.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1644.89000 9869.34| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 86878.00000 86878.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17375.00000 17375.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 2517.000 m3 | 16.94000 42637.98| | EXCAVATION, COMMON | | | 0006 203-02070 15401.000 m3 | 10.81000 166484.81| | BORROW | | | 0007 205-06931 74.160 Mg | 43.15000 3200.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06937 1255.000 m | 5.62000 7053.10| | TEMPORARY SILT FENCE | | | 0009 207-07500 2520.000 m2 | 6.31000 15901.20| | SUBGRADE TREATMENT, TYPE C | | | 0010 211-02060 1138.000 m3 | 22.37000 25457.06| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 70.200 Mg | 20.75000 1456.65| | COMPACTED AGGREGATE, O, 53 | | | 0012 304-07489 30.000 Mg | 108.00000 3240.00| | HMA PATCHING, TYPE A | | | 0013 305-98794 30.000 Mg | 23.38000 701.40| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0014 401-06264 LUMP| 648.00000 648.00| | PROFILOGRAPH, HMA | | | 0018 406-05520 7.900 Mg | 226.80000 1791.72| | ASPHALT FOR TACK COAT | | | 0019 604-06070 1748.000 m2 | 22.14000 38700.72| | SIDEWALK, CONCRETE | | | 0020 605-06150 1470.000 m | 28.87000 42438.90| | CURB AND GUTTER, C, CONCRETE MODIFIED | | | 0021 610-05527 14.900 Mg | 135.00000 2011.50| | HMA FOR APPROACHES | | | 0022 611-05330 91.000 m2 | 41.04000 3734.64| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 616-02320 50.000 m2 | 3.10000 155.00| | GEOTEXTILES | | | 0024 616-06405 32.000 Mg | 19.23000 615.36| | RIPRAP, REVETMENT | | | 0025 621-01004 3.000 EACH| 486.00000 1458.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-01743 47.000 kg | 16.20000 761.40| | SEED MIXTURE, GRASS, 2 | | | 0027 621-06545 1.400 Mg | 959.04000 1342.66| | FERTILIZER | | | 0028 621-06548 12.000 kg | 59.40000 712.80| | SEED MIXTURE, CV | | | 0029 621-06554 193.000 kg | 12.80000 2470.40| | SEED MIXTURE, U | | | 0030 621-06557 69.400 kg | 4.75000 329.65| | SEED MIXTURE, T | | | 0031 621-06559 1525.000 m2 | 0.92000 1403.00| | MULCHED SEEDING, R | | | 0032 621-06565 7.000 Mg | 732.24000 5125.68| | MULCHING MATERIAL | | | 0033 621-06567 165.000 kL | 0.54000 89.10| | WATER | | | 0034 621-06575 9047.000 m2 | 3.65000 33021.55| | SODDING, NURSERY | | | 0035 702-51015 17.200 m3 | 648.00000 11145.60| | CONCRETE, B, FOOTINGS | | | 0036 702-51863 10.000 EACH| 31.63000 316.30| | FIELD DRILLED HOLE IN CONCRETE | | | 0037 702-90915 19.000 m3 | 1101.60000 20930.40| | CONCRETE, A | | | 0038 703-06028 1901.000 kg | 6.48000 12318.48| | REINFORCING BARS | | | 0039 714-26725 23.774 m | 2891.40000 68740.14| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm (3658 mm X | | | 1829 mm) | | | 0042 715-05021 10.500 m | 68.66000 720.93| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-05149 931.500 m | 60.77000 56607.26| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 715-05151 371.000 m | 62.68000 23254.28| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 36.700 m | 87.29000 3203.54| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05408 37.550 m | 161.32000 6057.57| | PIPE, SANITARY SEWER, 200 mm | | | 0047 715-05415 723.040 m | 434.24000 313972.89| | PIPE, SANITARY SEWER, 600 mm | | | 0048 715-46005 4.000 EACH| 304.44000 1217.76| | PIPE END SECTION, 375 mm | | | 0049 715-92874 24.000 m | 1099.38000 26385.12| | PIPE ENCASEMENT , 600 mm, JACK AND BORE | | | 0050 720-45240 17.000 EACH| 1969.91000 33488.47| | CATCH BASIN, J10 | | | 0051 720-45250 31.000 EACH| 1522.79000 47206.49| | CATCH BASIN, K10 | | | 0052 720-94157 2.000 EACH| 6296.12000 12592.24| | MANHOLE, C , DROP, MODIFIED | | | 0053 720-94157 6.000 EACH| 4761.72000 28570.32| | MANHOLE, C , MODIFIED | | | 0054 732-02388 1.000 EACH| 4657.32000 4657.32| | WATER MAIN , TAPPING | | | 0055 732-05538 LUMP| 18677.52000 18677.52| | TESTING AND DISINFECTION | | | 0056 732-91742 6.000 EACH| 2174.79000 13048.74| | FIRE HYDRANT | | | 0057 732-91742 1.000 EACH| 3156.50000 3156.50| | FIRE HYDRANT , RESET | | | 0058 732-96670 1110.170 m | 86.61000 96151.82| | WATER MAIN, DUCTILE IRON, 300 mm | | | 0060 801-04308 2.000 EACH| 324.00000 648.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06640 18.000 EACH| 70.20000 1263.60| | CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 118435.11000 118435.11| | MAINTAINING TRAFFIC | | | 0064 802-76025 0.188 m2 | 1296.00000 243.65| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 0.836 m2 | 540.00000 451.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,509,966.33 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26460-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 802-76055 8.780 m | 54.00000 474.12| | SIGN POST, A | | | 0067 808-06703 1832.000 m | 1.10000 2015.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 1196.000 m | 1.10000 1315.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75278 89.000 m | 4.59000 408.51| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0070 808-75297 26.000 m | 13.77000 358.02| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0071 808-75320 2.000 EACH| 84.24000 168.48| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0072 808-75325 2.000 EACH| 97.20000 194.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0073 808-92027 412.000 m | 2.20000 906.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0074 801-07118 21.600 m | 22.14000 478.22| | BARRICADE, III-A | | | 0075 732-02388 12.000 EACH| 1229.63000 14755.56| | WATER MAIN , DUCTILE IRON, 300 mm, GATE | | | VALVE | | | 0076 401-07327 622.000 Mg | 56.16000 34931.52| | QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0077 401-07397 1035.000 Mg | 45.36000 46947.60| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0078 401-07412 4103.000 Mg | 41.04000 168387.12| | QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | SECTION TOTALS | $ 1,737,570.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,737,570.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : C740001 C740001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 758,900.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 926,416.62 122.0736% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 952,224.36 125.4742% 4 61-1256623 LOUISVILLE PAVING CO. $ 1,029,626.19 135.6734% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 1,229,254.42 161.9784% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 8342.27000 8342.27| 20000.00000 20000.00| 38000.00000 38000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1200.00000 10800.00| 1650.00000 14850.00| 1250.00000 11250.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 37500.00000 37500.00| 36000.00000 36000.00| 47600.00000 47600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 1100.00000 1100.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 4220.000 m2 | 6.00000 25320.00| 7.00000 29540.00| 14.00000 59080.00 PAVEMENT, REMOVE | | | 0006 202-02241 74.000 m | 8.00000 592.00| 7.50000 555.00| 8.00000 592.00 GUARDRAIL, REMOVE | | | 0007 202-02272 42.000 m | 12.00000 504.00| 7.00000 294.00| 12.00000 504.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02273 168.400 m2 | 20.00000 3368.00| 25.00000 4210.00| 30.00000 5052.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 830.000 m | 10.00000 8300.00| 10.00000 8300.00| 12.00000 9960.00 CURB, CONCRETE, REMOVE | | | 0010 202-02279 105.000 m | 10.00000 1050.00| 14.00000 1470.00| 16.00000 1680.00 CURB AND GUTTER, REMOVE | | | 0011 202-60820 2488.500 m2 | 3.00000 7465.50| 4.75000 11820.38| 4.00000 9954.00 SURFACE MILLING, ASPHALT | | | 0012 202-74055 1.000 EACH| 2512.35000 2512.35| 2512.00000 2512.00| 2550.00000 2550.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91385 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 400.00000 1600.00 INLET, REMOVE | | | 0014 202-96022 4.000 EACH| 400.00000 1600.00| 880.00000 3520.00| 2500.00000 10000.00 CONCRETE FOUNDATION, REMOVE | | | 0015 202-96133 36.000 m | 35.00000 1260.00| 50.00000 1800.00| 18.00000 648.00 PIPE, REMOVE | | | 0016 203-02000 3421.000 m3 | 15.00000 51315.00| 26.00000 88946.00| 16.00000 54736.00 EXCAVATION, COMMON | | | 0017 207-07500 5636.000 m2 | 9.50000 53542.00| 7.50000 42270.00| 15.00000 84540.00 SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 84.200 m3 | 30.00000 2526.00| 22.00000 1852.40| 60.00000 5052.00 STRUCTURE BACKFILL | | | 0019 303-07449 84.000 Mg | 22.00000 1848.00| 18.00000 1512.00| 30.00000 2520.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 401-07335 1073.000 Mg | 47.00000 50431.00| 60.00000 64380.00| 50.00000 53650.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0021 401-07404 801.000 Mg | 39.00000 31239.00| 48.00000 38448.00| 41.00000 32841.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07409 4225.000 Mg | 30.50000 128862.50| 42.00000 177450.00| 33.00000 139425.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0023 406-05520 7.280 Mg | 200.00000 1456.00| 260.00000 1892.80| 210.00000 1528.80 ASPHALT FOR TACK COAT | | | 0024 601-07023 1.000 EACH| 2500.00000 2500.00| 3500.00000 3500.00| 4000.00000 4000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0025 602-06646 35.000 m | 75.00000 2625.00| 150.00000 5250.00| 60.00000 2100.00 TEMPORARY CONCRETE BARRIER | | | 0026 604-06069 84.500 m2 | 55.00000 4647.50| 80.00000 6760.00| 34.00000 2873.00 CURB RAMP, CONCRETE | | | 0027 604-91531 1343.800 m2 | 26.00000 34938.80| 29.00000 38970.20| 24.00000 32251.20 SIDEWALK, CONCRETE, 100 mm | | | 0028 605-06120 176.300 m | 48.00000 8462.40| 50.00000 8815.00| 42.00000 7404.60 CURB, CONCRETE | | | 0029 605-06140 777.100 m | 42.00000 32638.20| 40.00000 31084.00| 37.00000 28752.70 CURB AND GUTTER, CONCRETE | | | 0030 605-06245 2.400 m2 | 80.00000 192.00| 170.00000 408.00| 60.00000 144.00 CENTER CURB, B, CONCRETE | | | 0031 605-94082 3.000 EACH| 180.00000 540.00| 250.00000 750.00| 130.00000 390.00 CURB TURNOUT, CONCRETE | | | 0032 607-06335 6.000 m | 145.00000 870.00| 100.00000 600.00| 115.00000 690.00 PAVED SIDE DITCH, A | | | 0033 616-06401 112.000 Mg | 19.00000 2128.00| 23.00000 2576.00| 24.00000 2688.00 RIPRAP, DUMPED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 4344.000 m2 | 3.60000 15638.40| 3.27000 14204.88| 4.00000 17376.00 SODDING | | | 0035 714-44240 0.200 m3 | 1600.00000 320.00| 3000.00000 600.00| 2900.00000 580.00 CONCRETE, A, STRUCTURES | | | 0036 715-05149 178.500 m | 100.00000 17850.00| 115.00000 20527.50| 140.00000 24990.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 20.000 m | 105.00000 2100.00| 120.00000 2400.00| 145.00000 2900.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 720-44000 12.000 EACH| 225.00000 2700.00| 275.00000 3300.00| 475.00000 5700.00 CASTING, ADJUST TO GRADE | | | 0039 720-45030 2.000 EACH| 1250.00000 2500.00| 1200.00000 2400.00| 1400.00000 2800.00 INLET, E7 | | | 0040 720-45035 2.000 EACH| 1275.00000 2550.00| 1200.00000 2400.00| 1400.00000 2800.00 INLET, F7 | | | 0041 720-45410 1.000 EACH| 2200.00000 2200.00| 1900.00000 1900.00| 2400.00000 2400.00 MANHOLE, C4 | | | 0042 720-45415 4.000 EACH| 3500.00000 14000.00| 3800.00000 15200.00| 7500.00000 30000.00 MANHOLE, D4 | | | 0043 720-98174 9.000 EACH| 1800.00000 16200.00| 2100.00000 18900.00| 2600.00000 23400.00 INLET, B15 | | | 0044 720-98555 3.000 EACH| 1800.00000 5400.00| 2100.00000 6300.00| 2850.00000 8550.00 INLET, C15 | | | 0045 801-04308 3.000 EACH| 400.00000 1200.00| 295.00000 885.00| 305.00000 915.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 756.000 m | 0.40000 302.40| 0.92000 695.52| 1.00000 756.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1630.000 m | 4.00000 6520.00| 3.00000 4890.00| 3.25000 5297.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06216 27.600 m | 3.75000 103.50| 5.95000 164.22| 6.50000 179.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0049 801-06605 9.000 EACH| 102.00000 918.00| 200.00000 1800.00| 210.00000 1890.00 BARRICADE, IIIA | | | 0050 801-06625 8.000 EACH| 92.00000 736.00| 95.00000 760.00| 100.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 16.000 EACH| 92.00000 1472.00| 90.00000 1440.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 7300.00000 7300.00| 34000.00000 34000.00| 27000.00000 27000.00 MAINTAINING TRAFFIC | | | 0053 802-05701 34.900 m | 32.63000 1138.79| 32.63000 1138.79| 34.00000 1186.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 802-05702 16.000 m | 27.74000 443.84| 27.74000 443.84| 33.00000 528.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0055 802-07159 2.000 EACH| 2907.35000 5814.70| 2907.35000 5814.70| 2950.00000 5900.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0056 802-76025 12.489 m2 | 32.63000 407.52| 32.63000 407.52| 33.00000 412.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 6.404 m2 | 274.70000 1759.18| 274.70000 1759.18| 280.00000 1793.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0058 803-03126 4.000 EACH| 89.58000 358.32| 89.58000 358.32| 94.00000 376.00 OVERHEAD SIGN, RELOCATE ,SHEET, ASSEMBLY| | | 0059 803-76100 1.000 EACH| 11487.25000 11487.25| 11487.00000 11487.00| 12000.00000 12000.00 SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0060 803-91084 1.000 EACH| 337.89000 337.89| 338.00000 338.00| 350.00000 350.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0061 805-01815 4.000 EACH| 1819.06000 7276.24| 1819.06000 7276.24| 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0062 805-01842 8.000 EACH| 601.89000 4815.12| 601.89000 4815.12| 620.00000 4960.00 HANDHOLE, SIGNAL | | | 0063 805-02202 3.000 EACH| 851.78000 2555.34| 851.78000 2555.34| 875.00000 2625.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0064 805-02328 1528.000 m | 1.15000 1757.20| 1.15000 1757.20| 1.20000 1833.60 SIGNAL CABLE, 1C 14GA. | | | 0065 805-02660 1.000 EACH| 2624.65000 2624.65| 2624.65000 2624.65| 2650.00000 2650.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 305 mm RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-06592 569.000 m | 29.08000 16546.52| 29.08000 16546.52| 30.00000 17070.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0067 805-78109 1.000 EACH| 8212.07000 8212.07| 8212.07000 8212.07| 8400.00000 8400.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 6.000 EACH| 701.67000 4210.02| 701.67000 4210.02| 725.00000 4350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0069 805-78215 2.000 EACH| 752.27000 1504.54| 752.27000 1504.54| 765.00000 1530.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 805-78230 3.000 EACH| 1159.43000 3478.29| 1159.43000 3478.29| 1200.00000 3600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0071 805-78245 1.000 EACH| 1617.05000 1617.05| 1617.05000 1617.05| 1640.00000 1640.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0072 805-78415 4.000 EACH| 1162.29000 4649.16| 1162.29000 4649.16| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0073 805-78420 5.000 EACH| 192.98000 964.90| 192.98000 964.90| 200.00000 1000.00 DISCONNECT HANGER | | | 0074 805-78445 1.000 EACH| 447.89000 447.89| 447.89000 447.89| 475.00000 475.00 SIGNAL SERVICE | | | 0075 805-78467 22.000 m | 4.09000 89.98| 4.09000 89.98| 4.15000 91.30 SIGNAL CABLE, 3C 8GA. | | | 0076 805-78485 169.000 m | 2.88000 486.72| 2.88000 486.72| 3.00000 507.00 SIGNAL CABLE, 5C 14GA. | | | 0077 805-78490 334.000 m | 3.21000 1072.14| 3.21000 1072.14| 3.40000 1135.60 SIGNAL CABLE, 7C 14GA. | | | 0078 805-78510 1230.000 m | 2.55000 3136.50| 2.55000 3136.50| 2.70000 3321.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 5.000 EACH| 774.78000 3873.90| 774.78000 3873.90| 800.00000 4000.00 SIGNAL DETECTOR HOUSING | | | 0080 805-78795 512.000 m | 21.03000 10767.36| 21.03000 10767.36| 21.50000 11008.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-78925 1.000 EACH| 895.78000 895.78| 895.78000 895.78| 910.00000 910.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0082 805-81060 4.000 EACH| 2675.39000 10701.56| 2675.39000 10701.56| 2750.00000 11000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0083 805-86920 7.000 EACH| 9.76000 68.32| 9.76000 68.32| 10.00000 70.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0084 805-86930 11.000 EACH| 8.55000 94.05| 8.55000 94.05| 9.00000 99.00 INSULATING LINK, NOT WATERPROOFED | | | 0085 805-86935 4.000 EACH| 15.98000 63.92| 15.98000 63.92| 17.00000 68.00 INSULATING LINK, WATERPROOFED | | | 0086 805-92504 11.000 EACH| 219.22000 2411.42| 219.22000 2411.42| 225.00000 2475.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0087 805-98335 196.000 m | 12.70000 2489.20| 12.70000 2489.20| 13.00000 2548.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 805-98336 106.000 m | 12.70000 1346.20| 12.70000 1346.20| 13.00000 1378.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0089 807-02191 1.000 EACH| 291.99000 291.99| 291.99000 291.99| 300.00000 300.00 HANDHOLE, LIGHTING | | | 0090 807-02603 4.000 EACH| 310.39000 1241.56| 310.39000 1241.56| 315.00000 1260.00 LIGHT STANDARD, RELOCATE | | | 0091 807-04779 4.000 EACH| 539.81000 2159.24| 539.81000 2159.24| 550.00000 2200.00 CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0092 807-86910 4.000 EACH| 29.45000 117.80| 29.45000 117.80| 30.00000 120.00 CONNECTOR KIT, UNFUSED | | | 0093 807-86915 4.000 EACH| 30.55000 122.20| 30.55000 122.20| 32.00000 128.00 CONNECTOR KIT, FUSED | | | 0094 808-06701 147.000 m | 1.15000 169.05| 1.25000 183.75| 1.30000 191.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0095 808-06703 587.000 m | 1.12000 657.44| 1.25000 733.75| 1.30000 763.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0096 808-06705 97.000 m | 2.24000 217.28| 2.50000 242.50| 2.75000 266.75 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0097 808-06713 77.000 m | 1.95000 150.15| 0.92000 70.84| 1.00000 77.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0098 808-75245 602.000 m | 1.12000 674.24| 1.25000 752.50| 1.30000 782.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75260 12.000 m | 4.70000 56.40| 3.90000 46.80| 4.00000 48.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0100 808-75290 18.000 m | 10.50000 189.00| 8.90000 160.20| 9.00000 162.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0101 808-75297 107.000 m | 10.50000 1123.50| 5.90000 631.30| 6.00000 642.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0102 808-75320 18.000 EACH| 45.00000 810.00| 60.00000 1080.00| 65.00000 1170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0103 808-75325 14.000 EACH| 57.00000 798.00| 65.00000 910.00| 70.00000 980.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 808-75998 78.000 EACH| 24.00000 1872.00| 47.80000 3728.40| 49.00000 3822.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-92027 295.000 m | 2.24000 660.80| 2.50000 737.50| 2.75000 811.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 758,900.00| $ 926,416.62| $ 952,224.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 758,900.00| $ 926,416.62| $ 952,224.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 31000.00000 31000.00| 36062.50000 36062.50| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1400.00000 12600.00| 1960.69000 17646.21| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 64999.00000 64999.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 14663.00000 14663.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 4220.000 m2 | 5.00000 21100.00| 19.27000 81319.40| PAVEMENT, REMOVE | | | 0006 202-02241 74.000 m | 9.00000 666.00| 7.88000 583.12| GUARDRAIL, REMOVE | | | 0007 202-02272 42.000 m | 19.00000 798.00| 52.45000 2202.90| PAVED SIDE DITCH, REMOVE | | | 0008 202-02273 168.400 m2 | 44.00000 7409.60| 51.69000 8704.60| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 830.000 m | 12.00000 9960.00| 24.09000 19994.70| CURB, CONCRETE, REMOVE | | | 0010 202-02279 105.000 m | 12.00000 1260.00| 22.00000 2310.00| CURB AND GUTTER, REMOVE | | | 0011 202-60820 2488.500 m2 | 4.80000 11944.80| 8.94000 22247.19| SURFACE MILLING, ASPHALT | | | 0012 202-74055 1.000 EACH| 2800.00000 2800.00| 2637.97000 2637.97| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0013 202-91385 4.000 EACH| 340.00000 1360.00| 409.50000 1638.00| INLET, REMOVE | | | 0014 202-96022 4.000 EACH| 900.00000 3600.00| 1575.00000 6300.00| CONCRETE FOUNDATION, REMOVE | | | 0015 202-96133 36.000 m | 44.00000 1584.00| 91.35000 3288.60| PIPE, REMOVE | | | 0016 203-02000 3421.000 m3 | 40.00000 136840.00| 52.34000 179055.14| EXCAVATION, COMMON | | | 0017 207-07500 5636.000 m2 | 9.00000 50724.00| 21.28000 119934.08| SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 84.200 m3 | 38.00000 3199.60| 47.25000 3978.45| STRUCTURE BACKFILL | | | 0019 303-07449 84.000 Mg | 26.00000 2184.00| 25.15000 2112.60| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-07335 1073.000 Mg | 46.60000 50001.80| 54.05000 57995.65| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0021 401-07404 801.000 Mg | 45.95000 36805.95| 44.85000 35924.85| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07409 4225.000 Mg | 41.00000 173225.00| 35.65000 150621.25| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0023 406-05520 7.280 Mg | 150.00000 1092.00| 210.00000 1528.80| ASPHALT FOR TACK COAT | | | 0024 601-07023 1.000 EACH| 3900.00000 3900.00| 3675.00000 3675.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0025 602-06646 35.000 m | 65.00000 2275.00| 132.88000 4650.80| TEMPORARY CONCRETE BARRIER | | | 0026 604-06069 84.500 m2 | 40.00000 3380.00| 31.50000 2661.75| CURB RAMP, CONCRETE | | | 0027 604-91531 1343.800 m2 | 35.00000 47033.00| 25.88000 34777.54| SIDEWALK, CONCRETE, 100 mm | | | 0028 605-06120 176.300 m | 60.00000 10578.00| 47.25000 8330.18| CURB, CONCRETE | | | 0029 605-06140 777.100 m | 50.00000 38855.00| 47.15000 36640.27| CURB AND GUTTER, CONCRETE | | | 0030 605-06245 2.400 m2 | 400.00000 960.00| 315.00000 756.00| CENTER CURB, B, CONCRETE | | | 0031 605-94082 3.000 EACH| 400.00000 1200.00| 525.00000 1575.00| CURB TURNOUT, CONCRETE | | | 0032 607-06335 6.000 m | 175.00000 1050.00| 105.00000 630.00| PAVED SIDE DITCH, A | | | 0033 616-06401 112.000 Mg | 30.00000 3360.00| 56.12000 6285.44| RIPRAP, DUMPED | | | 0034 621-06574 4344.000 m2 | 4.00000 17376.00| 4.14000 17984.16| SODDING | | | 0035 714-44240 0.200 m3 | 1200.00000 240.00| 997.50000 199.50| CONCRETE, A, STRUCTURES | | | 0036 715-05149 178.500 m | 130.00000 23205.00| 178.50000 31862.25| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 20.000 m | 170.00000 3400.00| 147.00000 2940.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 720-44000 12.000 EACH| 300.00000 3600.00| 556.50000 6678.00| CASTING, ADJUST TO GRADE | | | 0039 720-45030 2.000 EACH| 1200.00000 2400.00| 1239.00000 2478.00| INLET, E7 | | | 0040 720-45035 2.000 EACH| 1200.00000 2400.00| 1239.00000 2478.00| INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-45410 1.000 EACH| 1500.00000 1500.00| 1575.00000 1575.00| MANHOLE, C4 | | | 0042 720-45415 4.000 EACH| 2700.00000 10800.00| 2415.00000 9660.00| MANHOLE, D4 | | | 0043 720-98174 9.000 EACH| 2000.00000 18000.00| 2100.00000 18900.00| INLET, B15 | | | 0044 720-98555 3.000 EACH| 2000.00000 6000.00| 2100.00000 6300.00| INLET, C15 | | | 0045 801-04308 3.000 EACH| 328.00000 984.00| 309.75000 929.25| ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 756.000 m | 1.00000 756.00| 0.97000 733.32| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1630.000 m | 3.40000 5542.00| 3.15000 5134.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06216 27.600 m | 6.70000 184.92| 6.25000 172.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0049 801-06605 9.000 EACH| 225.00000 2025.00| 210.00000 1890.00| BARRICADE, IIIA | | | 0050 801-06625 8.000 EACH| 105.00000 840.00| 99.75000 798.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 16.000 EACH| 100.00000 1600.00| 94.50000 1512.00| CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 45000.00000 45000.00| 40527.25000 40527.25| MAINTAINING TRAFFIC | | | 0053 802-05701 34.900 m | 36.00000 1256.40| 34.26000 1195.67| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-05702 16.000 m | 31.00000 496.00| 29.13000 466.08| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0055 802-07159 2.000 EACH| 3250.00000 6500.00| 3052.72000 6105.44| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0056 802-76025 12.489 m2 | 36.00000 449.60| 34.26000 427.87| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 6.404 m2 | 305.00000 1953.22| 288.44000 1847.17| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 803-03126 4.000 EACH| 100.00000 400.00| 94.06000 376.24| OVERHEAD SIGN, RELOCATE ,SHEET, ASSEMBLY| | | 0059 803-76100 1.000 EACH| 13000.00000 13000.00| 12061.61000 12061.61| SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0060 803-91084 1.000 EACH| 375.00000 375.00| 354.78000 354.78| OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0061 805-01815 4.000 EACH| 2000.00000 8000.00| 1910.01000 7640.04| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0062 805-01842 8.000 EACH| 700.00000 5600.00| 631.98000 5055.84| HANDHOLE, SIGNAL | | | 0063 805-02202 3.000 EACH| 1000.00000 3000.00| 894.37000 2683.11| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0064 805-02328 1528.000 m | 1.30000 1986.40| 1.21000 1848.88| SIGNAL CABLE, 1C 14GA. | | | 0065 805-02660 1.000 EACH| 3000.00000 3000.00| 2755.88000 2755.88| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 305 mm RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-06592 569.000 m | 32.00000 18208.00| 30.53000 17371.57| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0067 805-78109 1.000 EACH| 9500.00000 9500.00| 8622.67000 8622.67| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 6.000 EACH| 800.00000 4800.00| 736.75000 4420.50| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0069 805-78215 2.000 EACH| 850.00000 1700.00| 789.88000 1579.76| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0070 805-78230 3.000 EACH| 1300.00000 3900.00| 1217.40000 3652.20| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0071 805-78245 1.000 EACH| 1800.00000 1800.00| 1697.90000 1697.90| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0072 805-78415 4.000 EACH| 1300.00000 5200.00| 1220.40000 4881.60| SPAN, CATENARY, AND TETHER | | | 0073 805-78420 5.000 EACH| 220.00000 1100.00| 202.63000 1013.15| DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-78445 1.000 EACH| 500.00000 500.00| 470.28000 470.28| SIGNAL SERVICE | | | 0075 805-78467 22.000 m | 4.50000 99.00| 4.29000 94.38| SIGNAL CABLE, 3C 8GA. | | | 0076 805-78485 169.000 m | 3.10000 523.90| 3.02000 510.38| SIGNAL CABLE, 5C 14GA. | | | 0077 805-78490 334.000 m | 3.60000 1202.40| 3.37000 1125.58| SIGNAL CABLE, 7C 14GA. | | | 0078 805-78510 1230.000 m | 3.00000 3690.00| 2.68000 3296.40| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 5.000 EACH| 875.00000 4375.00| 813.52000 4067.60| SIGNAL DETECTOR HOUSING | | | 0080 805-78795 512.000 m | 24.00000 12288.00| 22.08000 11304.96| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-78925 1.000 EACH| 1000.00000 1000.00| 940.57000 940.57| CONTROLLER CABINET FOUNDATION, P1 | | | 0082 805-81060 4.000 EACH| 2975.00000 11900.00| 2809.16000 11236.64| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0083 805-86920 7.000 EACH| 11.00000 77.00| 10.25000 71.75| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0084 805-86930 11.000 EACH| 10.00000 110.00| 8.98000 98.78| INSULATING LINK, NOT WATERPROOFED | | | 0085 805-86935 4.000 EACH| 18.00000 72.00| 16.78000 67.12| INSULATING LINK, WATERPROOFED | | | 0086 805-92504 11.000 EACH| 250.00000 2750.00| 230.18000 2531.98| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0087 805-98335 196.000 m | 14.00000 2744.00| 13.34000 2614.64| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0088 805-98336 106.000 m | 14.00000 1484.00| 13.34000 1414.04| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0089 807-02191 1.000 EACH| 340.00000 340.00| 306.59000 306.59| HANDHOLE, LIGHTING | | | 0090 807-02603 4.000 EACH| 350.00000 1400.00| 325.91000 1303.64| LIGHT STANDARD, RELOCATE | | | 0091 807-04779 4.000 EACH| 600.00000 2400.00| 566.80000 2267.20| CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0092 807-86910 4.000 EACH| 33.00000 132.00| 30.92000 123.68| CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 152 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,055,792.27 ROUTE : CALL ORDER : 152 CONTRACT ID : R -26461-A COUNTIES : CLARK LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1256623 |(5) 35-0999231 | |LOUISVILLE PAVING CO. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 807-86915 4.000 EACH| 34.00000 136.00| 32.08000 128.32| CONNECTOR KIT, FUSED | | | 0094 808-06701 147.000 m | 1.50000 220.50| 1.31000 192.57| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0095 808-06703 587.000 m | 1.50000 880.50| 1.31000 768.97| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0096 808-06705 97.000 m | 2.75000 266.75| 2.63000 255.11| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0097 808-06713 77.000 m | 1.00000 77.00| 0.97000 74.69| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0098 808-75245 602.000 m | 1.50000 903.00| 1.31000 788.62| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75260 12.000 m | 4.30000 51.60| 4.10000 49.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0100 808-75290 18.000 m | 10.00000 180.00| 9.35000 168.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0101 808-75297 107.000 m | 7.00000 749.00| 6.20000 663.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0102 808-75320 18.000 EACH| 67.00000 1206.00| 63.00000 1134.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0103 808-75325 14.000 EACH| 72.00000 1008.00| 68.25000 955.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0104 808-75998 78.000 EACH| 67.00000 5226.00| 63.00000 4914.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-92027 295.000 m | 2.75000 811.25| 2.63000 775.85| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,029,626.19| $ 1,229,254.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,029,626.19| $ 1,229,254.42| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,590.00 ROUTE : SR 44 CALL ORDER : 160 CONTRACT ID : R -26477-A COUNTIES : BOONE LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3600001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 118,920.00 100.0000% 2 35-2148451 GREEN GROW LLC $ 127,759.50 107.4331% 3 35-1817574 YARDBERRY LANDSCAPE $ 132,851.20 111.7147% 4 35-1757433 REINHART'S LANDSCAPING $ 164,297.00 138.1575% ==================================================================================================================================== |(1) 35-1990156 |(2) 35-2148451 |(3) 35-1817574 |EARTH IMAGES, INC. |GREEN GROW LLC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 2700.00000 2700.00| 9500.00000 9500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 1875.00000 1875.00| 5000.00000 5000.00| 6300.00000 6300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 10050.00000 10050.00| 6500.00000 6500.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0004 621-06570 100.000 m3 | 145.00000 14500.00| 106.88000 10688.00| 55.00000 5500.00 TOP SOIL AMENDMENT | | | 0005 621-06734 590.000 EACH| 2.40000 1416.00| 3.65000 2153.50| 6.50000 3835.00 WILD FLOWERS PLUG PLANTING | | | 0007 622-05640 47.000 EACH| 48.00000 2256.00| 65.00000 3055.00| 65.00000 3055.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0008 622-05642 6.000 EACH| 150.00000 900.00| 250.00000 1500.00| 92.00000 552.00 PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0009 622-05645 34.000 EACH| 246.00000 8364.00| 257.86000 8767.24| 402.00000 13668.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0010 622-05650 43.000 EACH| 370.00000 15910.00| 375.00000 16125.00| 555.00000 23865.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0011 622-05652 36.000 EACH| 1140.00000 41040.00| 1000.00000 36000.00| 1264.00000 45504.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0012 801-06775 LUMP| 2500.00000 2500.00| 16500.00000 16500.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0013 621-07618 1658.000 m2 | 10.50000 17409.00| 7.22000 11970.76| 10.90000 18072.20 COMPOST SOIL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,590.00 ROUTE : SR 44 CALL ORDER : 160 CONTRACT ID : R -26477-A COUNTIES : BOONE LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1990156 |(2) 35-2148451 |(3) 35-1817574 |EARTH IMAGES, INC. |GREEN GROW LLC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 118,920.00| $ 127,759.50| $ 132,851.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,920.00| $ 127,759.50| $ 132,851.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,590.00 ROUTE : SR 44 CALL ORDER : 160 CONTRACT ID : R -26477-A COUNTIES : BOONE LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1757433 | | |REINHART'S LANDSCAPING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0004 621-06570 100.000 m3 | 110.00000 11000.00| | TOP SOIL AMENDMENT | | | 0005 621-06734 590.000 EACH| 12.50000 7375.00| | WILD FLOWERS PLUG PLANTING | | | 0007 622-05640 47.000 EACH| 135.00000 6345.00| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0008 622-05642 6.000 EACH| 290.00000 1740.00| | PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0009 622-05645 34.000 EACH| 550.00000 18700.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0010 622-05650 43.000 EACH| 600.00000 25800.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0011 622-05652 36.000 EACH| 1585.00000 57060.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0012 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0013 621-07618 1658.000 m2 | 6.50000 10777.00| | COMPOST SOIL BLANKET | | | SECTION TOTALS | $ 164,297.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,297.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/28/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694123 0694123 0694123 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-1383205 AJAX PAVING INDUSTRIES A + B = $ 51,116,070.92 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL A + B = $ 51,796,496.00 100.4008% 3 35-1374866 PRIMCO, INC. A + B = $ 52,460,562.31 102.8534% 4 35-1139301 E & B PAVING, INC. A + B = $ 52,655,499.55 103.3086% 5 35-0918397 RIETH RILEY CONSTRUCTION A + B = $ 64,313,325.31 127.9839% ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION AND WIDENING | | | 0001 105-06845 LUMP| 445000.00000 445000.00| 1000000.00000 1000000.00| 280605.94000 280605.94 CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 1200.00000 28800.00| 1600.00000 38400.00| 2759.55000 66229.20 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 11900.00000 11900.00| 11900.00000 11900.00| 14420.00000 14420.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 2340000.00000 2340000.00| 2300000.00000 2300000.00| 2312733.12000 2312733.12 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 1450000.00000 1450000.00| 450000.00000 450000.00| 462546.67000 462546.67 CLEARING RIGHT OF WAY | | | 0006 202-01032 18.000 EACH| 250.00000 4500.00| 500.00000 9000.00| 200.00000 3600.00 SAND BARREL ARRAY, REMOVE | | | 0008 202-02240 202133.700 SYS | 5.25000 1061201.93| 5.50000 1111735.35| 4.69000 948007.05 PAVEMENT, REMOVE | | | 0009 202-02241 30934.000 LFT | 1.65000 51041.10| 3.00000 92802.00| 1.50000 46401.00 GUARDRAIL, REMOVE | | | 0010 202-02272 38.000 LFT | 15.00000 570.00| 25.00000 950.00| 8.54000 324.52 PAVED SIDE DITCH, REMOVE | | | 0011 202-02278 290.000 LFT | 8.00000 2320.00| 12.00000 3480.00| 4.12000 1194.80 CURB, CONCRETE, REMOVE | | | 0012 202-51328 LUMP| 125000.00000 125000.00| 200000.00000 200000.00| 288792.20000 288792.20 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 110000.00000 110000.00| 200000.00000 200000.00| 278319.58000 278319.58 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0014 202-51328 LUMP| 88800.00000 88800.00| 200000.00000 200000.00| 35903.88000 35903.88 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0015 202-51328 LUMP| 98200.00000 98200.00| 200000.00000 200000.00| 43545.20000 43545.20 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0016 202-51328 LUMP| 98200.00000 98200.00| 200000.00000 200000.00| 58237.20000 58237.20 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0017 202-51330 LUMP| 78000.00000 78000.00| 160595.27000 160595.27| 700523.57000 700523.57 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0018 202-60820 28320.000 SYS | 0.56000 15859.20| 1.00000 28320.00| 1.16000 32851.20 SURFACE MILLING, ASPHALT | | | 0019 202-60822 747.000 SYS | 2.08000 1553.76| 8.00000 5976.00| 3.76000 2808.72 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0020 202-74040 58.000 EACH| 200.00000 11600.00| 400.00000 23200.00| 375.00000 21750.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0021 202-74050 9.000 EACH| 180.00000 1620.00| 250.00000 2250.00| 750.00000 6750.00 SIGN, OVERHEAD, REMOVE | | | 0022 202-74055 4.000 EACH| 2250.00000 9000.00| 2500.00000 10000.00| 4400.00000 17600.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0023 202-74080 6.000 EACH| 750.00000 4500.00| 800.00000 4800.00| 1335.00000 8010.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0024 202-74095 2.000 EACH| 400.00000 800.00| 600.00000 1200.00| 375.00000 750.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0025 203-02000 208325.000 CYS | 8.00000 1666600.00| 2.50000 520812.50| 7.70000 1604102.50 EXCAVATION, COMMON | | | 0026 203-02046 14.000 EACH| 8000.00000 112000.00| 842.51000 11795.14| 1700.81000 23811.34 GRADING IN GORE AREA | | | 0027 203-02070 24577.000 CYS | 8.00000 196616.00| 0.50000 12288.50| 0.10000 2457.70 BORROW | | | 0028 203-51223 250.000 CYS | 15.00000 3750.00| 25.00000 6250.00| 12.41000 3102.50 EXCAVATION, WATERWAY | | | 0030 205-04931 2.000 EACH| 2800.00000 5600.00| 1768.28000 3536.56| 261.43000 522.86 SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 205-06931 376.000 TON | 21.00000 7896.00| 37.17000 13975.92| 21.93000 8245.68 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0032 205-06932 618.000 LFT | 8.84000 5463.12| 8.84000 5463.12| 8.84000 5463.12 TEMPORARY CHECK DAM, STRAW BALES | | | 0033 205-06933 82.000 EACH| 50.00000 4100.00| 50.00000 4100.00| 50.00000 4100.00 TEMPORARY DITCH INLET PROTECTION | | | 0034 205-06937 9840.000 LFT | 1.50000 14760.00| 2.00000 19680.00| 1.50000 14760.00 TEMPORARY SILT FENCE | | | 0035 205-06938 647.000 LFT | 9.00000 5823.00| 4.73000 3060.31| 4.81000 3112.07 TEMPORARY SLOPE DRAIN | | | 0036 206-51230 2884.000 CYS | 62.00000 178808.00| 11.00000 31724.00| 55.57000 160263.88 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0037 207-07498 506343.000 SYS | 3.10000 1569663.30| 3.00000 1519029.00| 2.70000 1367126.10 SUBGRADE TREATMENT, TYPE A | | | 0038 211-02050 4189.000 CYS | 18.00000 75402.00| 12.00000 50268.00| 17.05000 71422.45 B BORROW | | | 0039 211-06467 881.000 CYS | 28.00000 24668.00| 24.00000 21144.00| 93.39000 82276.59 AGGREGATE FOR END BENT BACKFILL | | | 0040 211-07454 13135.000 CYS | 19.20000 252192.00| 14.00000 183890.00| 15.12000 198601.20 STRUCTURE BACKFILL | | | 0041 213-52830 721.000 CYS | 98.00000 70658.00| 50.00000 36050.00| 172.00000 124012.00 FLOWABLE MORTAR | | | 0042 302-06464 124901.000 CYS | 18.75000 2341893.75| 23.00000 2872723.00| 19.56000 2443063.56 SUBBASE FOR PCCP | | | 0043 303-01180 36478.000 TON | 9.00000 328302.00| 9.00000 328302.00| 10.51000 383383.78 COMPACTED AGGREGATE, 53 | | | 0045 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 9866.49000 9866.49 PROFILOGRAPH, HMA | | | 0046 401-07328 8003.000 TON | 34.65000 277303.95| 28.00000 224084.00| 41.38000 331164.14 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0047 401-07398 12760.000 TON | 26.70000 340692.00| 22.00000 280720.00| 29.59000 377568.40 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0048 401-07413 43419.000 TON | 25.60000 1111526.40| 18.00000 781542.00| 26.68000 1158418.92 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0049 402-07433 645.000 TON | 33.75000 21768.75| 33.75000 21768.75| 56.73000 36590.85 HMA TYPE B, SURFACE | | | 0050 402-07438 654.000 TON | 28.45000 18606.30| 28.45000 18606.30| 39.64000 25924.56 HMA TYPE B, INTERMEDIATE | | | 0051 402-07441 2038.000 TON | 23.30000 47485.40| 23.30000 47485.40| 26.13000 53252.94 HMA TYPE B, BASE | | | 0053 402-07452 265.000 TON | 29.40000 7791.00| 29.40000 7791.00| 42.45000 11249.25 HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 404-05511 1360.000 SYS | 1.45000 1972.00| 1.45000 1972.00| 2.75000 3740.00 SEAL COAT, 2 | | | 0055 406-05520 51.400 TON | 140.00000 7196.00| 140.00000 7196.00| 157.50000 8095.50 ASPHALT FOR TACK COAT | | | 0057 501-06266 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| 20925.72000 20925.72 PROFILOGRAPH, PCCP | | | 0058 501-06325 476749.000 SYS | 23.00000 10965227.00| 24.70000 11775700.30| 25.24000 12033144.76 QC/QA-PCCP, 14 IN. , WARRANTED | | | 0059 501-06727 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 17775.02000 17775.02 CORING, PCCP | | | 0060 503-05240 240124.000 LFT | 7.00000 1680868.00| 7.00000 1680868.00| 6.59000 1582417.16 D-1 CONTRACTION JOINT | | | 0061 503-05310 1240.900 LFT | 50.00000 62045.00| 70.00000 86863.00| 78.00000 96790.20 TERMINAL JOINT | | | 0062 601-01522 17.000 EACH| 1325.00000 22525.00| 1325.00000 22525.00| 1200.00000 20400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-05657 1.000 EACH| 17300.00000 17300.00| 17300.00000 17300.00| 16500.00000 16500.00 ENERGY ABSORBING TERMINAL, CZ, LEAVE IN | | | PLACE | | | 0065 601-06035 1088.000 LFT | 6.25000 6800.00| 8.00000 8704.00| 7.70000 8377.60 GUARDRAIL, RESET | | | 0067 601-07024 4.000 EACH| 12600.00000 50400.00| 12600.00000 50400.00| 6900.00000 27600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0068 601-94689 20.000 EACH| 2015.00000 40300.00| 2015.00000 40300.00| 2000.00000 40000.00 GUARDRAIL END TREATMENT, OS | | | 0069 601-99105 24774.500 LFT | 8.95000 221731.78| 8.95000 221731.78| 8.70000 215538.15 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0070 601-99123 8.000 EACH| 2025.00000 16200.00| 2025.00000 16200.00| 1900.00000 15200.00 GUARDRAIL TRANSITION, GP | | | 0072 602-06639 2160.000 LFT | 25.00000 54000.00| 27.50000 59400.00| 35.35000 76356.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0073 602-06646 38619.000 LFT | 20.25000 782034.75| 23.50000 907546.50| 30.60000 1181741.40 TEMPORARY CONCRETE BARRIER | | | 0074 602-06729 1661.000 EACH| 8.25000 13703.25| 8.25000 13703.25| 10.00000 16610.00 BARRIER DELINEATOR | | | 0075 602-06945 10852.000 LFT | 38.68000 419755.36| 36.00000 390672.00| 49.85000 540972.20 BARRIER, CONCRETE, 45 IN. | | | 0076 602-06945 2375.000 LFT | 100.00000 237500.00| 130.00000 308750.00| 205.09000 487088.75 BARRIER, CONCRETE, 45 IN. ,REINFORCED | | | MODIFIED | | | 0077 602-06976 18782.000 LFT | 61.60000 1156971.20| 60.00000 1126920.00| 56.73000 1065502.86 BARRIER, CONCRETE, 45 IN., MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 602-95580 1220.000 LFT | 30.00000 36600.00| 32.00000 39040.00| 32.37000 39491.40 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0079 603-03829 381.000 LFT | 25.00000 9525.00| 21.00000 8001.00| 53.30000 20307.30 FENCE , PEDESTRIAN | | | 0080 603-06040 1468.000 LFT | 8.60000 12624.80| 8.60000 12624.80| 4.40000 6459.20 FENCE, FARM FIELD, 47 IN. | | | 0081 605-06120 175.000 LFT | 20.00000 3500.00| 23.00000 4025.00| 14.06000 2460.50 CURB, CONCRETE | | | 0082 607-06175 1000.000 LFT | 26.00000 26000.00| 19.00000 19000.00| 14.37000 14370.00 GUTTER, CONCRETE , MODIFIED | | | 0083 607-06335 254.000 LFT | 50.00000 12700.00| 22.00000 5588.00| 19.50000 4953.00 PAVED SIDE DITCH, A | | | 0084 610-06259 332.200 SYS | 65.00000 21593.00| 45.00000 14949.00| 69.43000 23064.65 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0085 611-03392 4.000 EACH| 15200.00000 60800.00| 20000.00000 80000.00| 5875.51000 23502.04 TEMPORARY CROSSOVER, A MODIFIED | | | 0086 611-03393 4.000 EACH| 26500.00000 106000.00| 35000.00000 140000.00| 32008.86000 128035.44 TEMPORARY CROSSOVER, B MODIFIED | | | 0087 615-06510 17.000 EACH| 380.00000 6460.00| 380.00000 6460.00| 190.00000 3230.00 MONUMENT, C | | | 0088 615-06515 54.000 EACH| 103.00000 5562.00| 103.00000 5562.00| 90.00000 4860.00 MONUMENT, D | | | 0089 616-02320 12473.000 SYS | 1.00000 12473.00| 2.00000 24946.00| 0.86000 10726.78 GEOTEXTILES | | | 0090 616-05688 142.000 TON | 39.00000 5538.00| 20.00000 2840.00| 34.98000 4967.16 RIPRAP, CLASS 1 | | | 0091 616-05689 1079.000 TON | 34.00000 36686.00| 25.00000 26975.00| 36.44000 39318.76 RIPRAP, CLASS 2 | | | 0092 616-06405 6428.000 TON | 22.00000 141416.00| 18.00000 115704.00| 22.57000 145079.96 RIPRAP, REVETMENT | | | 0093 616-06451 1683.000 TON | 22.00000 37026.00| 18.00000 30294.00| 25.16000 42344.28 RIPRAP, UNIFORM | | | 0094 616-51367 2305.300 SYS | 42.00000 96822.60| 35.00000 80685.50| 54.67000 126030.75 SLOPEWALL, CONCRETE, 4 IN. | | | 0095 619-95457 LUMP| 110000.00000 110000.00| 187000.00000 187000.00| 100772.00000 100772.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0096 619-95457 LUMP| 107000.00000 107000.00| 85000.00000 85000.00| 97593.00000 97593.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 619-95457 LUMP| 78000.00000 78000.00| 96000.00000 96000.00| 68874.00000 68874.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 6 | | | 0098 619-95457 LUMP| 75000.00000 75000.00| 98000.00000 98000.00| 64967.90000 64967.90 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 7 | | | 0099 621-01004 8.000 EACH| 750.00000 6000.00| 750.00000 6000.00| 750.00000 6000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-06545 12.920 TON | 535.00000 6912.20| 535.00000 6912.20| 535.00000 6912.20 FERTILIZER | | | 0101 621-06548 310.000 LBS | 25.00000 7750.00| 25.00000 7750.00| 25.00000 7750.00 SEED MIXTURE, CV | | | 0102 621-06553 5264.000 LBS | 2.80000 14739.20| 3.00000 15792.00| 2.80000 14739.20 SEED MIXTURE, R | | | 0103 621-06565 63.000 TON | 410.00000 25830.00| 450.00000 28350.00| 410.00000 25830.00 MULCHING MATERIAL | | | 0104 621-06567 46.300 MG | 46.50000 2152.95| 46.50000 2152.95| 51.26000 2373.34 WATER | | | 0105 621-06574 9922.000 SYS | 2.90000 28773.80| 4.00000 39688.00| 2.90000 28773.80 SODDING | | | 0106 621-06575 300.000 SYS | 2.90000 870.00| 6.00000 1800.00| 2.90000 870.00 SODDING, NURSERY | | | 0109 701-01849 8958.000 LFT | 30.00000 268740.00| 36.09000 323294.22| 24.29000 217589.82 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0110 701-51195 2816.000 LFT | 24.00000 67584.00| 19.08000 53729.28| 19.70000 55475.20 PILE, STEEL H, HP 12 X 53 | | | 0111 701-91792 64.000 EACH| 150.00000 9600.00| 242.88000 15544.32| 104.84000 6709.76 PILE TIP, STEEL H | | | 0112 701-96089 564.000 LFT | 28.00000 15792.00| 40.48000 22830.72| 23.17000 13067.88 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0113 701-99086 20.000 EACH| 200.00000 4000.00| 35.00000 700.00| 177.01000 3540.20 PILE TIP, STEEL SHELL | | | 0114 702-51005 1395.800 CYS | 350.00000 488530.00| 575.00000 802585.00| 419.05000 584909.99 CONCRETE, A, SUBSTRUCTURE | | | 0115 702-51015 363.100 CYS | 350.00000 127085.00| 275.00000 99852.50| 300.04000 108944.52 CONCRETE, B, FOOTINGS | | | 0116 702-51090 891.000 LBS | 4.00000 3564.00| 15.00000 13365.00| 14.28000 12723.48 BRONZE PLATES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 702-51100 425.000 LBS | 3.00000 1275.00| 8.00000 3400.00| 8.12000 3451.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0118 702-51110 3220.000 LBS | 4.00000 12880.00| 2.00000 6440.00| 2.31000 7438.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0119 702-51863 1488.000 EACH| 8.00000 11904.00| 12.00000 17856.00| 10.85000 16144.80 FIELD DRILLED HOLE IN CONCRETE | | | 0120 702-90915 10.000 CYS | 458.00000 4580.00| 500.00000 5000.00| 1200.00000 12000.00 CONCRETE, A | | | 0121 702-94656 8.000 CYS | 700.00000 5600.00| 400.00000 3200.00| 1100.00000 8800.00 CONCRETE, B | | | 0122 703-01540 132.000 EACH| 15.00000 1980.00| 25.00000 3300.00| 17.46000 2304.72 THREADED TIE BAR ASSEMBLY | | | 0123 703-51030 303389.000 LBS | 0.55000 166863.95| 0.50000 151694.50| 0.65000 197202.85 REINFORCING STEEL | | | 0124 703-51032 693454.000 LBS | 0.60000 416072.40| 0.60000 416072.40| 0.60000 416072.40 REINFORCING STEEL, EPOXY COATED | | | 0125 703-97703 89.000 EACH| 18.00000 1602.00| 30.00000 2670.00| 19.46000 1731.94 THREADED BAR SPLICE, EPOXY COATED | | | 0126 704-04850 12564.000 SYS | 3.05000 38320.20| 3.05000 38320.20| 3.05000 38320.20 CONCRETE , GROOVED LINES | | | 0127 704-04850 125.000 SYS | 96.60000 12075.00| 23.02000 2877.50| 142.62000 17827.50 CONCRETE , SPILLWAY, STR. NO. 141A | | | 0128 704-04850 143.000 SYS | 90.40000 12927.20| 36.39000 5203.77| 141.09000 20175.87 CONCRETE , SPILLWAY, STR. NO. 143A | | | 0129 704-04850 52.000 SYS | 218.80000 11377.60| 73.85000 3840.20| 290.23000 15091.96 CONCRETE , SPILLWAY, STR. NO. 45A | | | 0130 704-04850 123.000 SYS | 82.20000 10110.60| 30.79000 3787.17| 142.44000 17520.12 CONCRETE , SPILLWAY, STR. NO. 80A | | | 0131 704-05892 353.100 CYS | 450.00000 158895.00| 700.00000 247170.00| 400.00000 141240.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0132 704-51002 1574.700 CYS | 400.00000 629880.00| 700.00000 1102290.00| 500.00000 787350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0133 706-05732 12.000 EACH| 1200.00000 14400.00| 1800.00000 21600.00| 1169.90000 14038.80 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0134 706-05734 12.000 EACH| 1200.00000 14400.00| 1800.00000 21600.00| 1420.00000 17040.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0136 706-51020 536.000 CYS | 300.00000 160800.00| 510.00000 273360.00| 331.08000 177458.88 CONCRETE, C, RAILING | | | 0137 707-07605 1214.500 LFT | 142.00000 172459.00| 140.00000 170030.00| 100.00000 121450.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 709-51821 LUMP| 9200.00000 9200.00| 7188.00000 7188.00| 4290.00000 4290.00 SURFACE SEAL , STR. NO. 1 | | | 0139 709-51821 LUMP| 9500.00000 9500.00| 8524.00000 8524.00| 6959.55000 6959.55 SURFACE SEAL , STR. NO. 2 | | | 0140 709-51821 LUMP| 10300.00000 10300.00| 9396.00000 9396.00| 6064.89000 6064.89 SURFACE SEAL , STR. NO. 3 | | | 0141 709-51821 LUMP| 9200.00000 9200.00| 7558.00000 7558.00| 6152.64000 6152.64 SURFACE SEAL , STR. NO. 4 | | | 0142 709-51821 LUMP| 8200.00000 8200.00| 6452.00000 6452.00| 5265.00000 5265.00 SURFACE SEAL , STR. NO. 6 | | | 0143 709-51821 LUMP| 7500.00000 7500.00| 6584.00000 6584.00| 5265.00000 5265.00 SURFACE SEAL , STR. NO. 7 | | | 0144 710-51870 120.000 SFT | 40.00000 4800.00| 110.00000 13200.00| 64.62000 7754.40 REPOINTING MASONRY IN STRUCTURES | | | 0145 711-51038 LUMP| 290000.00000 290000.00| 350000.00000 350000.00| 292651.16000 292651.16 STRUCTURAL STEEL , STR. NO. 1 | | | 0146 711-51038 LUMP| 220000.00000 220000.00| 290000.00000 290000.00| 199687.85000 199687.85 STRUCTURAL STEEL , STR. NO. 2 | | | 0147 711-51038 LUMP| 160000.00000 160000.00| 225000.00000 225000.00| 164203.76000 164203.76 STRUCTURAL STEEL , STR. NO. 4 | | | 0148 711-51038 LUMP| 235000.00000 235000.00| 310000.00000 310000.00| 238388.09000 238388.09 STRUCTURAL STEEL , STR. NO. 6 | | | 0149 711-51038 LUMP| 180000.00000 180000.00| 250000.00000 250000.00| 189023.36000 189023.36 STRUCTURAL STEEL , STR. NO. 7 | | | 0150 711-51864 459.000 EACH| 30.00000 13770.00| 18.00000 8262.00| 14.98000 6875.82 DRILLED HOLE | | | 0151 712-04131 LUMP| 677550.00000 677550.00| 250000.00000 250000.00| 489457.70000 489457.70 STRUCTURE , DETENTION, STR. NO. 121 | | | 0152 712-04131 LUMP| 92890.00000 92890.00| 100000.00000 100000.00| 162356.00000 162356.00 STRUCTURE , DETENTION, STR. NO. 138 | | | 0153 712-04131 LUMP| 120000.00000 120000.00| 110000.00000 110000.00| 165233.00000 165233.00 STRUCTURE , DETENTION, STR. NO. 155 | | | 0154 712-04131 LUMP| 85000.00000 85000.00| 90000.00000 90000.00| 102102.36000 102102.36 STRUCTURE , DETENTION, STR. NO. 162 | | | 0155 712-04131 LUMP| 85000.00000 85000.00| 70000.00000 70000.00| 104301.00000 104301.00 STRUCTURE , DETENTION, STR. NO. 169 | | | 0156 712-04131 LUMP| 85000.00000 85000.00| 90000.00000 90000.00| 106894.50000 106894.50 STRUCTURE , DETENTION, STR. NO. 173 | | | 0157 712-04131 LUMP| 265360.00000 265360.00| 175000.00000 175000.00| 318020.86000 318020.86 STRUCTURE , DETENTION, STR. NO. 191 | | | 0158 712-04131 LUMP| 210000.00000 210000.00| 180000.00000 180000.00| 258648.00000 258648.00 STRUCTURE , DETENTION, STR. NO. 75 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 712-04131 LUMP| 338000.00000 338000.00| 210000.00000 210000.00| 316129.00000 316129.00 STRUCTURE , DETENTION, STR. NO. 92 | | | 0160 713-97149 3.000 EACH| 4700.00000 14100.00| 15000.00000 45000.00| 1700.09000 5100.27 TEMPORARY RAMP | | | 0161 714-06660 131.000 SYS | 450.00000 58950.00| 275.00000 36025.00| 375.00000 49125.00 WINGWALL | | | 0162 714-26703 186.000 LFT | 315.00000 58590.00| 250.00000 46500.00| 823.20000 153115.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0163 714-26708 395.000 LFT | 395.00000 156025.00| 300.00000 118500.00| 817.33000 322845.35 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0164 714-26718 213.000 LFT | 585.00000 124605.00| 550.00000 117150.00| 916.00000 195108.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0165 715-02397 4.000 EACH| 950.00000 3800.00| 1237.66000 4950.64| 1491.21000 5964.84 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0166 715-05024 266.000 LFT | 60.00000 15960.00| 65.22000 17348.52| 65.35000 17383.10 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0167 715-05048 98171.000 LFT | 3.10000 304330.10| 2.50000 245427.50| 1.28000 125658.88 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0168 715-05053 8713.000 LFT | 18.00000 156834.00| 18.38000 160144.94| 23.48000 204581.24 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0170 715-05123 86.000 LFT | 40.00000 3440.00| 38.61000 3320.46| 41.60000 3577.60 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0171 715-05149 900.000 LFT | 25.00000 22500.00| 18.76000 16884.00| 30.39000 27351.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0172 715-05151 1526.000 LFT | 30.00000 45780.00| 21.64000 33022.64| 32.74000 49961.24 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0173 715-05152 1043.000 LFT | 32.00000 33376.00| 29.01000 30257.43| 35.22000 36734.46 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0174 715-05153 6.000 LFT | 85.00000 510.00| 96.71000 580.26| 53.56000 321.36 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0175 715-05154 4063.000 LFT | 40.00000 162520.00| 35.38000 143748.94| 44.30000 179990.90 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0176 715-05156 132.000 LFT | 50.00000 6600.00| 48.77000 6437.64| 52.64000 6948.48 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0177 715-05173 60.000 LFT | 40.00000 2400.00| 40.00000 2400.00| 43.72000 2623.20 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0178 715-05407 1586.000 LFT | 12.00000 19032.00| 4.12000 6534.32| 3.87000 6137.82 PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 715-05428 978.000 LFT | 120.00000 117360.00| 90.00000 88020.00| 158.99000 155492.22 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0180 715-05841 2.000 EACH| 3000.00000 6000.00| 817.36000 1634.72| 1781.09000 3562.18 CONCRETE ANCHOR, 60 IN. | | | 0181 715-05842 2.000 EACH| 2500.00000 5000.00| 607.25000 1214.50| 1521.86000 3043.72 CONCRETE ANCHOR, 42 IN. | | | 0182 715-06825 2.000 EACH| 3000.00000 6000.00| 971.57000 1943.14| 1798.27000 3596.54 CONCRETE ANCHOR , 66 IN. | | | 0183 715-46000 9.000 EACH| 325.00000 2925.00| 175.12000 1576.08| 190.01000 1710.09 PIPE END SECTION, 12 IN. | | | 0184 715-46005 8.000 EACH| 375.00000 3000.00| 179.12000 1432.96| 206.51000 1652.08 PIPE END SECTION, 15 IN. | | | 0185 715-46010 11.000 EACH| 425.00000 4675.00| 212.12000 2333.32| 225.20000 2477.20 PIPE END SECTION, 18 IN. | | | 0186 715-46020 14.000 EACH| 500.00000 7000.00| 348.17000 4874.38| 310.19000 4342.66 PIPE END SECTION, 24 IN. | | | 0187 715-46030 2.000 EACH| 575.00000 1150.00| 428.18000 856.36| 449.19000 898.38 PIPE END SECTION, 30 IN. | | | 0188 715-46040 11.000 EACH| 725.00000 7975.00| 505.43000 5559.73| 612.12000 6733.32 PIPE END SECTION, 36 IN. | | | 0189 716-04892 875.000 LFT | 101.00000 88375.00| 75.00000 65625.00| 121.83000 106601.25 PIPE, JACKED , 12 IN. | | | 0190 716-04892 185.000 LFT | 165.00000 30525.00| 260.17000 48131.45| 211.48000 39123.80 PIPE, JACKED , 30 IN. | | | 0191 716-04892 235.000 LFT | 234.00000 54990.00| 309.52000 72737.20| 234.00000 54990.00 PIPE, JACKED , 42 IN. OR ALTERNATE | | | 0192 716-04892 240.000 LFT | 506.00000 121440.00| 248.71000 59690.40| 506.00000 121440.00 PIPE, JACKED , 60 IN. OR ALTERNATE | | | 0193 716-04892 196.000 LFT | 591.00000 115836.00| 254.53000 49887.88| 591.00000 115836.00 PIPE, JACKED , 66 IN. OR ALTERNATE | | | 0195 716-90322 601.000 LFT | 199.00000 119599.00| 282.46000 169758.46| 199.00000 119599.00 PIPE, JACKED, 36 IN. | | | 0196 716-92460 1056.000 LFT | 110.00000 116160.00| 80.00000 84480.00| 128.54000 135738.24 PIPE, JACKED, 18 IN. | | | 0197 716-93857 535.000 LFT | 117.00000 62595.00| 90.00000 48150.00| 153.60000 82176.00 PIPE, JACKED, 24 IN. | | | 0198 716-96215 868.000 LFT | 104.00000 90272.00| 75.00000 65100.00| 130.31000 113109.08 PIPE, JACKED, 15 IN. | | | 0199 716-99464 196.000 LFT | 282.00000 55272.00| 374.67000 73435.32| 282.00000 55272.00 PIPE, JACKED, 48 IN. OR ALTERNATE | | | 0200 718-06528 50.000 EACH| 650.00000 32500.00| 650.00000 32500.00| 514.79000 25739.50 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 718-06529 158.000 EACH| 575.00000 90850.00| 650.00000 102700.00| 463.31000 73202.98 OUTLET PROTECTOR, 2 | | | 0202 718-06531 50.000 EACH| 400.00000 20000.00| 750.00000 37500.00| 437.57000 21878.50 OUTLET PROTECTOR, 3 | | | 0203 718-06532 10000.000 LFT | 1.00000 10000.00| 0.50000 5000.00| 0.50000 5000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0204 718-52610 11060.000 CYS | 25.00000 276500.00| 20.00000 221200.00| 18.26000 201955.60 AGGREGATE FOR UNDERDRAINS | | | 0205 718-99153 75695.000 SYS | 0.75000 56771.25| 0.75000 56771.25| 0.58000 43903.10 GEOTEXTILES FOR UNDERDRAIN | | | 0206 720-03988 1.000 EACH| 8000.00000 8000.00| 5000.00000 5000.00| 3517.34000 3517.34 MANHOLE, J4, DROP | | | 0207 720-44000 3.000 EACH| 650.00000 1950.00| 750.00000 2250.00| 227.72000 683.16 CASTING, ADJUST TO GRADE | | | 0208 720-44296 9.000 EACH| 400.00000 3600.00| 500.00000 4500.00| 218.24000 1964.16 CAP INLET | | | 0210 720-45041 12.000 EACH| 2700.00000 32400.00| 3300.00000 39600.00| 3448.75000 41385.00 INLET, H5 | | | 0211 720-45041 23.000 EACH| 2800.00000 64400.00| 4400.00000 101200.00| 5156.31000 118595.13 INLET, H5 A, MODIFIED | | | 0212 720-45141 36.000 EACH| 3000.00000 108000.00| 4600.00000 165600.00| 4088.38000 147181.68 INLET, H5, MODIFIED | | | 0213 720-45235 2.000 EACH| 1500.00000 3000.00| 3000.00000 6000.00| 1274.72000 2549.44 CATCH BASIN, E7 | | | 0214 720-45410 11.000 EACH| 2000.00000 22000.00| 3300.00000 36300.00| 4306.63000 47372.93 MANHOLE, C4 | | | 0215 720-45415 1.000 EACH| 6000.00000 6000.00| 12000.00000 12000.00| 11000.46000 11000.46 MANHOLE, D4 A, MODIFIED | | | 0216 720-94612 1.000 EACH| 6500.00000 6500.00| 4900.00000 4900.00| 6707.52000 6707.52 MANHOLE, K4 | | | 0217 722-51842 10175.800 SYS | 38.00000 386680.40| 34.00000 345977.20| 41.00000 417207.80 BRIDGE DECK OVERLAY | | | 0218 722-51846 206.300 CYS | 330.00000 68079.00| 330.00000 68079.00| 330.00000 68079.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0219 722-60824 14817.500 SYS | 4.00000 59270.00| 1.50000 22226.25| 2.63000 38970.03 SURFACE MILLING | | | 0220 723-07262 184.000 LFT | 1820.00000 334880.00| 1400.00000 257600.00| 1541.00000 283544.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 120 IN. | | | 0221 724-03276 1138.600 LFT | 45.00000 51237.00| 75.00000 85395.00| 75.00000 85395.00 EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 724-04163 144.000 LFT | 50.00000 7200.00| 47.00000 6768.00| 25.00000 3600.00 STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0223 724-51925 66.400 LFT | 90.00000 5976.00| 80.00000 5312.00| 110.00000 7304.00 STRUCTURAL EXPANSION JOINT, SS | | | 0225 728-98377 LUMP| 24000.00000 24000.00| 7000.00000 7000.00| 22646.00000 22646.00 MASONRY COATING , STR. NO. 1 | | | 0226 728-98377 LUMP| 23000.00000 23000.00| 30000.00000 30000.00| 21000.00000 21000.00 MASONRY COATING , STR. NO. 2 | | | 0227 728-98377 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| 11072.00000 11072.00 MASONRY COATING , STR. NO. 4 | | | 0228 728-98377 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| 12226.00000 12226.00 MASONRY COATING , STR. NO. 6 | | | 0229 728-98377 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 14536.00000 14536.00 MASONRY COATING , STR. NO. 7 | | | 0230 731-93945 4758.200 SFT | 15.00000 71373.00| 15.00000 71373.00| 11.90000 56622.58 FACE PANELS, CONCRETE | | | 0231 731-93946 4758.200 SFT | 15.00000 71373.00| 13.00000 61856.60| 5.50000 26170.10 WALL ERECTION | | | 0232 731-93947 334.000 LFT | 30.00000 10020.00| 25.00000 8350.00| 35.00000 11690.00 LEVELING PAD, CONCRETE | | | 0233 801-01093 4.000 EACH| 2520.00000 10080.00| 2520.00000 10080.00| 2520.00000 10080.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0234 801-01504 6.000 EACH| 140.00000 840.00| 140.00000 840.00| 140.00000 840.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0235 801-01505 3.000 EACH| 141.00000 423.00| 141.00000 423.00| 141.00000 423.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0236 801-01851 LUMP| 26000.00000 26000.00| 26000.00000 26000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0237 801-03290 6.000 EACH| 375.00000 2250.00| 450.00000 2700.00| 375.00000 2250.00 CONSTRUCTION SIGN, C | | | 0238 801-04308 13.000 EACH| 280.00000 3640.00| 335.00000 4355.00| 280.00000 3640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0239 801-06201 170.000 SYS | 162.80000 27676.00| 180.00000 30600.00| 110.00000 18700.00 TEMPORARY PANEL SIGNS | | | 0240 801-06202 840.000 LFT | 12.00000 10080.00| 10.00000 8400.00| 18.00000 15120.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0241 801-06203 107714.000 LFT | 0.10000 10771.40| 0.10000 10771.40| 0.10000 10771.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0242 801-06207 361691.000 LFT | 0.60000 217014.60| 0.60000 217014.60| 0.60000 217014.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0243 801-06211 8.000 EACH| 160.00000 1280.00| 160.00000 1280.00| 160.00000 1280.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0244 801-06212 5.000 EACH| 173.00000 865.00| 173.00000 865.00| 173.00000 865.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0245 801-06216 60.000 LFT | 4.15000 249.00| 4.15000 249.00| 4.15000 249.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0246 801-06469 30440.000 LFT | 1.15000 35006.00| 1.15000 35006.00| 1.15000 35006.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0247 801-06577 1352.000 LFT | 4.85000 6557.20| 4.85000 6557.20| 4.85000 6557.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0248 801-06586 2460.000 LFT | 0.65000 1599.00| 0.65000 1599.00| 0.65000 1599.00 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0250 801-06625 26.000 EACH| 170.00000 4420.00| 200.00000 5200.00| 170.00000 4420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0251 801-06640 82.000 EACH| 325.00000 26650.00| 350.00000 28700.00| 325.00000 26650.00 CONSTRUCTION SIGN, A | | | 0252 801-06645 8.000 EACH| 100.00000 800.00| 125.00000 1000.00| 100.00000 800.00 CONSTRUCTION SIGN, B | | | 0253 801-06710 120.000 DAY | 20.00000 2400.00| 50.00000 6000.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | 0254 801-06775 LUMP| 263565.00000 263565.00| 975000.00000 975000.00| 198873.10000 198873.10 MAINTAINING TRAFFIC | | | 0255 801-06808 3000.000 HRS | 45.00000 135000.00| 25.00000 75000.00| 28.60000 85800.00 TRUCK, TOW , ON SITE | | | 0256 801-07119 420.000 LFT | 150.00000 63000.00| 15.00000 6300.00| 15.00000 6300.00 BARRICADE, III-B | | | 0257 801-09133 4.000 EACH| 10000.00000 40000.00| 10000.00000 40000.00| 10000.00000 40000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0258 802-02475 15.000 EACH| 420.00000 6300.00| 480.00000 7200.00| 400.00000 6000.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0260 802-04893 12.000 EACH| 40.00000 480.00| 40.88000 490.56| 28.50000 342.00 REFERENCE POST | | | 0261 802-05701 1162.000 LFT | 4.30000 4996.60| 4.39000 5101.18| 7.40000 8598.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 802-05702 2264.000 LFT | 3.40000 7697.60| 3.47000 7856.08| 5.50000 12452.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0263 802-07055 3.000 EACH| 6120.00000 18360.00| 6254.89000 18764.67| 3211.00000 9633.00 DOUBLE ARM SIGN STRUCTURE MEDIAN | | | FOUNDATION | | | 0264 802-07059 127.000 EACH| 60.00000 7620.00| 75.26000 9558.02| 25.00000 3175.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0265 802-07101 4.000 EACH| 14500.00000 58000.00| 14819.59000 59278.36| 13130.00000 52520.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0266 802-07102 5.000 EACH| 8950.00000 44750.00| 9147.26000 45736.30| 8615.20000 43076.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0267 802-07137 12.000 EACH| 250.00000 3000.00| 255.51000 3066.12| 625.00000 7500.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0268 802-07138 8.000 EACH| 255.00000 2040.00| 260.62000 2084.96| 625.00000 5000.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0269 802-07151 62.000 EACH| 240.00000 14880.00| 245.29000 15207.98| 500.00000 31000.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0270 802-07152 18.000 EACH| 280.00000 5040.00| 286.17000 5151.06| 550.00000 9900.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0271 802-07153 8.000 EACH| 295.00000 2360.00| 301.50000 2412.00| 550.00000 4400.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0272 802-07154 8.000 EACH| 315.00000 2520.00| 321.94000 2575.52| 600.00000 4800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0273 802-07158 5.000 EACH| 2820.00000 14100.00| 2882.15000 14410.75| 4200.00000 21000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0274 802-07159 1.000 EACH| 2540.00000 2540.00| 2595.98000 2595.98| 3000.00000 3000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0275 802-07272 4.000 EACH| 4240.00000 16960.00| 4333.45000 17333.80| 6750.00000 27000.00 BOX TRUSS SIGN FOUNDATION, V-B | | | 0276 802-07275 4.000 EACH| 2680.00000 10720.00| 2739.07000 10956.28| 6000.00000 24000.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0277 802-76015 9792.000 SFT | 13.30000 130233.60| 13.59000 133073.28| 13.90000 136108.80 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0278 802-76025 235.500 SFT | 7.50000 1766.25| 7.67000 1806.29| 8.90000 2095.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0279 802-76035 2350.000 SFT | 7.60000 17860.00| 7.77000 18259.50| 9.90000 23265.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0280 802-76045 234.000 SFT | 11.10000 2597.40| 11.34000 2653.56| 12.90000 3018.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0281 802-76095 30517.000 LBS | 1.80000 54930.60| 1.84000 56151.28| 2.50000 76292.50 STRUCTURAL STEEL, BREAKAWAY | | | 0282 802-76110 4.000 EACH| 26150.00000 104600.00| 26726.36000 106905.44| 26331.00000 105324.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0283 802-76140 9.000 EACH| 13600.00000 122400.00| 13899.75000 125097.75| 13080.00000 117720.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0284 802-76175 65.000 LFT | 100.00000 6500.00| 102.20000 6643.00| 130.00000 8450.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0285 802-76235 9.000 EACH| 220.00000 1980.00| 224.85000 2023.65| 1111.11000 9999.99 INSTALL OVERHEAD SIGN | | | 0286 802-93388 3.000 EACH| 510.00000 1530.00| 521.24000 1563.72| 300.00000 900.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0287 802-94674 2.000 EACH| 450.00000 900.00| 459.92000 919.84| 650.00000 1300.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0288 804-06771 495.000 EACH| 18.00000 8910.00| 18.40000 9108.00| 19.00000 9405.00 DELINEATOR POST, FLEXIBLE | | | 0289 805-01815 12.000 EACH| 1700.00000 20400.00| 1737.47000 20849.64| 1956.00000 23472.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0290 805-01842 24.000 EACH| 620.00000 14880.00| 633.67000 15208.08| 575.00000 13800.00 HANDHOLE, SIGNAL | | | 0291 805-01842 58.000 EACH| 1500.00000 87000.00| 1533.06000 88917.48| 1100.00000 63800.00 HANDHOLE, SIGNAL , WATER TIGHT, MODIFIED| | | 0292 807-04651 7900.000 LFT | 1.30000 10270.00| 1.33000 10507.00| 3.50000 27650.00 WIRE ,XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 4C 4GA | | | 0293 805-06592 10523.000 LFT | 6.50000 68399.50| 6.64000 69872.72| 8.03000 84499.69 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 805-78060 1.000 EACH| 7830.00000 7830.00| 7798.17000 7798.17| 8300.00000 8300.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0296 805-78100 3.000 EACH| 7330.00000 21990.00| 7481.34000 22444.02| 9800.00000 29400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE , TS2, TYPE 2, CONFIGURATION 4, | | | EAGLE CO | | | 0297 805-78205 28.000 EACH| 400.00000 11200.00| 408.82000 11446.96| 420.00000 11760.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0298 805-78415 13.000 EACH| 1400.00000 18200.00| 1430.86000 18601.18| 1300.00000 16900.00 SPAN, CATENARY, AND TETHER | | | 0299 805-78420 13.000 EACH| 220.00000 2860.00| 224.85000 2923.05| 180.00000 2340.00 DISCONNECT HANGER | | | 0300 805-78445 4.000 EACH| 400.00000 1600.00| 408.82000 1635.28| 470.00000 1880.00 SIGNAL SERVICE | | | 0301 805-78467 1100.000 LFT | 1.30000 1430.00| 1.33000 1463.00| 0.75000 825.00 SIGNAL CABLE, 3C 8GA. | | | 0302 805-78470 8250.000 LFT | 0.20000 1650.00| 0.20000 1650.00| 0.25000 2062.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0303 805-78485 1200.000 LFT | 0.80000 960.00| 0.82000 984.00| 0.90000 1080.00 SIGNAL CABLE, 5C 14GA. | | | 0304 805-78490 1380.000 LFT | 0.90000 1242.00| 0.92000 1269.60| 1.05000 1449.00 SIGNAL CABLE, 7C 14GA. | | | 0305 805-78510 8130.000 LFT | 0.80000 6504.00| 0.82000 6666.60| 0.70000 5691.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0306 805-78785 34.000 EACH| 320.00000 10880.00| 327.05000 11119.70| 475.00000 16150.00 SIGNAL DETECTOR HOUSING | | | 0307 805-78795 3490.000 LFT | 7.60000 26524.00| 7.77000 27117.30| 7.50000 26175.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0308 805-78925 4.000 EACH| 550.00000 2200.00| 562.12000 2248.48| 540.00000 2160.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0311 805-81060 2.000 EACH| 2900.00000 5800.00| 2963.92000 5927.84| 2500.00000 5000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0312 807-04651 660.000 LFT | 2.70000 1782.00| 2.76000 1821.60| 3.50000 2310.00 WIRE , NO. 4 COPPER IN CONDUIT, 4C | | | 0313 805-86890 616.000 LFT | 0.50000 308.00| 0.51000 314.16| 0.15000 92.40 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0314 805-86920 39.000 EACH| 24.70000 963.30| 25.24000 984.36| 14.00000 546.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0315 805-86925 24.000 EACH| 13.30000 319.20| 13.59000 326.16| 18.00000 432.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0316 805-86930 19.000 EACH| 25.60000 486.40| 26.16000 497.04| 12.00000 228.00 INSULATING LINK, NOT WATERPROOFED | | | 0317 805-86935 24.000 EACH| 16.00000 384.00| 16.35000 392.40| 18.00000 432.00 INSULATING LINK, WATERPROOFED | | | 0318 807-02109 11.000 EACH| 380.00000 4180.00| 388.38000 4272.18| 325.00000 3575.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0319 807-02191 6.000 EACH| 590.00000 3540.00| 603.00000 3618.00| 600.00000 3600.00 HANDHOLE, LIGHTING | | | 0320 807-02428 7.000 EACH| 500.00000 3500.00| 511.02000 3577.14| 800.00000 5600.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0321 807-82016 1.000 EACH| 800.00000 800.00| 613.22000 613.22| 1472.00000 1472.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0322 807-82017 3.000 EACH| 650.00000 1950.00| 664.33000 1992.99| 1472.00000 4416.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0323 807-84866 2.000 EACH| 1320.00000 2640.00| 1349.10000 2698.20| 1300.00000 2600.00 LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0324 807-86620 2.000 EACH| 250.00000 500.00| 255.51000 511.02| 250.00000 500.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0325 807-86910 20.000 EACH| 23.10000 462.00| 23.61000 472.20| 15.00000 300.00 CONNECTOR KIT, UNFUSED | | | 0326 807-86915 33.000 EACH| 28.00000 924.00| 28.62000 944.46| 30.00000 990.00 CONNECTOR KIT, FUSED | | | 0327 807-86950 15.000 EACH| 24.00000 360.00| 24.53000 367.95| 20.00000 300.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0328 807-86955 3.000 EACH| 70.00000 210.00| 71.54000 214.62| 50.00000 150.00 CABLE DUCT MARKER | | | 0329 807-92585 5.000 EACH| 650.00000 3250.00| 664.33000 3321.65| 500.00000 2500.00 LIGHT POLE RESET | | | 0330 808-01329 1.000 EACH| 125.00000 125.00| 100.00000 100.00| 125.00000 125.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0331 808-03631 71601.000 LFT | 0.38000 27208.38| 0.50000 35800.50| 0.38000 27208.38 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0332 808-03632 70932.000 LFT | 0.38000 26954.16| 0.50000 35466.00| 0.38000 26954.16 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0333 808-05534 5933.000 LFT | 1.20000 7119.60| 1.00000 5933.00| 1.20000 7119.60 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0334 808-06194 3656.000 LFT | 1.25000 4570.00| 5.00000 18280.00| 1.25000 4570.00 LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0335 808-06701 67.000 LFT | 1.00000 67.00| 0.30000 20.10| 1.00000 67.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0336 808-06703 10367.000 LFT | 1.00000 10367.00| 0.30000 3110.10| 1.00000 10367.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0337 808-06713 4010.000 LFT | 0.20000 802.00| 0.18000 721.80| 0.20000 802.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0338 808-06714 3858.000 LFT | 0.20000 771.60| 0.18000 694.44| 0.20000 771.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0339 808-06716 62500.000 LFT | 0.50000 31250.00| 0.60000 37500.00| 0.50000 31250.00 LINE, REMOVE | | | 0340 808-06723 1.000 EACH| 97.00000 97.00| 60.00000 60.00| 97.00000 97.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0341 808-06724 1.000 EACH| 99.00000 99.00| 80.00000 80.00| 99.00000 99.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0342 808-75061 37493.000 LFT | 3.12000 116978.16| 2.28000 85484.04| 3.12000 116978.16 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0343 808-75067 44.000 LFT | 9.50000 418.00| 13.00000 572.00| 9.50000 418.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0344 808-75071 2.000 EACH| 280.00000 560.00| 223.00000 446.00| 280.00000 560.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0345 808-75073 2.000 EACH| 370.00000 740.00| 346.00000 692.00| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0346 808-75074 121.000 LFT | 3.40000 411.40| 1.50000 181.50| 3.40000 411.40 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0347 808-75245 10367.000 LFT | 1.00000 10367.00| 0.30000 3110.10| 1.00000 10367.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0348 808-75297 192.000 LFT | 2.30000 441.60| 8.25000 1584.00| 2.30000 441.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0349 808-75996 1433.000 EACH| 2.00000 2866.00| 6.00000 8598.00| 2.35000 3367.55 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0350 808-75998 2257.000 EACH| 20.30000 45817.10| 19.00000 42883.00| 20.30000 45817.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0351 801-07119 276.000 LFT | 15.00000 4140.00| 15.00000 4140.00| 15.00000 4140.00 BARRICADE, III-B | | | 0352 610-07486 28.600 TON | 68.00000 1944.80| 80.00000 2288.00| 41.83000 1196.34 HMA FOR APPROACHES, TYPE A | | | 0353 105-06904 4.000 EACH| 325.00000 1300.00| 250.00000 1000.00| 205.00000 820.00 PHONE(SUPERVISOR) | | | 0354 105-06905 10.000 EACH| 175.00000 1750.00| 150.00000 1500.00| 182.00000 1820.00 PHONE(INSPECTOR) | | | 0355 105-06906 80.000 MOS | 110.00000 8800.00| 150.00000 12000.00| 110.00000 8800.00 CELLULAR SERVICE(SUPERVISOR) | | | 0356 105-06907 200.000 MOS | 90.00000 18000.00| 110.00000 22000.00| 82.50000 16500.00 CELLULAR SERVICE(INSPECTOR) | | | 0357 601-06246 1.000 EACH| 34900.00000 34900.00| 5110.00000 5110.00| 38500.00000 38500.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0358 610-06262 4893.600 SYS | 65.00000 318084.00| 44.00000 215318.40| 65.00000 318084.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0359 621-07618 23532.000 SYS | 5.56000 130837.92| 5.56000 130837.92| 5.56000 130837.92 COMPOST SOIL BLANKET | | | 0360 715-06004 2.000 EACH| 3000.00000 6000.00| 700.00000 1400.00| 1521.86000 3043.72 CONCRETE ANCHOR, 48 IN. | | | 0361 716-90322 856.000 LFT | 199.00000 170344.00| 70.48000 60330.88| 199.00000 170344.00 PIPE, JACKED, 36 IN. OR ALTERNATE | | | 0362 716-93857 154.000 LFT | 117.00000 18018.00| 164.33000 25306.82| 117.00000 18018.00 PIPE, JACKED, 24 IN. OR ALTERNATE | | | 0363 801-07606 2500.000 LFT | 35.00000 87500.00| 18.00000 45000.00| 11.64000 29100.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0364 802-04314 54.000 EACH| 200.00000 10800.00| 50.00000 2700.00| 22.00000 1188.00 SIGN , SURVEY MONUMENT | | | 0365 805-06592 34622.000 LFT | 4.50000 155799.00| 4.19000 145066.18| 2.40000 83092.80 CONDUIT, STEEL, GALVANIZED, 2 IN. OR | | | POLYETHYLENE | | | 0366 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1383205 |(2) 36-2231526 |(3) 35-1374866 |AJAX PAVING INDUSTRIES |WALSH CONSTR CO. OF ILL |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0367 805-05904 1.000 EACH| 42680.00000 42680.00| 43620.69000 43620.69| 30400.00000 30400.00 ATR STATION- 6 LANE | | | 0368 805-05406 2.000 EACH| 31040.00000 62080.00| 31724.14000 63448.28| 33815.00000 67630.00 DATA COLLECTION SITE -6 LANE | | | 0369 728-98377 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 16000.00000 16000.00 MASONRY COATING , STR. NO. 3 | | | SECTION TOTALS | A = $ 45,016,070.92| A = $ 45,196,496.00| A = $ 46,300,562.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 51,116,070.92| A + B = $ 51,796,496.00| A + B = $ 52,460,562.31 ==================================================================================================================================== ROAD CLOSURE CONTRACT DAYS FOR ABOITE CENTER ROAD 145 120 115 I-69 MAINLINE 2004 CONSTR. SEASON WORK CONTRACT DAYS 155 180 167 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |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 BRIDGE DECK RECONSTRUCTION AND WIDENING | | | 0001 105-06845 LUMP| 422554.97000 422554.97| 785000.00000 785000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 2092.20000 50212.80| 2537.80000 60907.20| FIELD OFFICE, C | | | 0003 108-01614 LUMP| 20240.00000 20240.00| 11900.00000 11900.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 2325274.42000 2325274.42| 5165000.00000 5165000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 465055.00000 465055.00| 286085.00000 286085.00| CLEARING RIGHT OF WAY | | | 0006 202-01032 18.000 EACH| 204.00000 3672.00| 200.00000 3600.00| SAND BARREL ARRAY, REMOVE | | | 0008 202-02240 202133.700 SYS | 5.15000 1040988.56| 6.90000 1394722.53| PAVEMENT, REMOVE | | | 0009 202-02241 30934.000 LFT | 1.53000 47329.02| 1.50000 46401.00| GUARDRAIL, REMOVE | | | 0010 202-02272 38.000 LFT | 8.71000 330.98| 5.93000 225.34| PAVED SIDE DITCH, REMOVE | | | 0011 202-02278 290.000 LFT | 4.20000 1218.00| 4.30000 1247.00| CURB, CONCRETE, REMOVE | | | 0012 202-51328 LUMP| 174167.53000 174167.53| 125000.00000 125000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-51328 LUMP| 168585.97000 168585.97| 110000.00000 110000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0014 202-51328 LUMP| 87621.96000 87621.96| 88800.00000 88800.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0015 202-51328 LUMP| 90316.10000 90316.10| 98200.00000 98200.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0016 202-51328 LUMP| 100201.94000 100201.94| 98200.00000 98200.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0017 202-51330 LUMP| 248495.60000 248495.60| 7080000.00000 7080000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0018 202-60820 28320.000 SYS | 1.16000 32851.20| 0.60000 16992.00| SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-60822 747.000 SYS | 11.51000 8597.97| 2.21000 1650.87| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0020 202-74040 58.000 EACH| 411.06000 23841.48| 200.00000 11600.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0021 202-74050 9.000 EACH| 183.60000 1652.40| 500.00000 4500.00| SIGN, OVERHEAD, REMOVE | | | 0022 202-74055 4.000 EACH| 5295.84000 21183.36| 1850.00000 7400.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0023 202-74080 6.000 EACH| 2265.42000 13592.52| 1850.00000 11100.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0024 202-74095 2.000 EACH| 408.00000 816.00| 500.00000 1000.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0025 203-02000 208325.000 CYS | 9.18000 1912423.50| 8.30000 1729097.50| EXCAVATION, COMMON | | | 0026 203-02046 14.000 EACH| 1734.83000 24287.62| 1076.00000 15064.00| GRADING IN GORE AREA | | | 0027 203-02070 24577.000 CYS | 0.10000 2457.70| 6.00000 147462.00| BORROW | | | 0028 203-51223 250.000 CYS | 12.66000 3165.00| 37.39000 9347.50| EXCAVATION, WATERWAY | | | 0030 205-04931 2.000 EACH| 266.66000 533.32| 657.00000 1314.00| SEDIMENT TRAP | | | 0031 205-06931 376.000 TON | 22.37000 8411.12| 34.25000 12878.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0032 205-06932 618.000 LFT | 9.02000 5574.36| 8.84000 5463.12| TEMPORARY CHECK DAM, STRAW BALES | | | 0033 205-06933 82.000 EACH| 51.00000 4182.00| 50.00000 4100.00| TEMPORARY DITCH INLET PROTECTION | | | 0034 205-06937 9840.000 LFT | 1.53000 15055.20| 1.50000 14760.00| TEMPORARY SILT FENCE | | | 0035 205-06938 647.000 LFT | 4.91000 3176.77| 5.08000 3286.76| TEMPORARY SLOPE DRAIN | | | 0036 206-51230 2884.000 CYS | 56.68000 163465.12| 62.00000 178808.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0037 207-07498 506343.000 SYS | 2.81000 1422823.83| 3.65000 1848151.95| SUBGRADE TREATMENT, TYPE A | | | 0038 211-02050 4189.000 CYS | 17.39000 72846.71| 24.00000 100536.00| B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 211-06467 881.000 CYS | 95.26000 83924.06| 28.00000 24668.00| AGGREGATE FOR END BENT BACKFILL | | | 0040 211-07454 13135.000 CYS | 10.43000 136998.05| 12.80000 168128.00| STRUCTURE BACKFILL | | | 0041 213-52830 721.000 CYS | 120.36000 86779.56| 60.30000 43476.30| FLOWABLE MORTAR | | | 0042 302-06464 124901.000 CYS | 21.10000 2635411.10| 24.60000 3072564.60| SUBBASE FOR PCCP | | | 0043 303-01180 36478.000 TON | 10.60000 386666.80| 9.10000 331949.80| COMPACTED AGGREGATE, 53 | | | 0045 401-06264 LUMP| 9866.49000 9866.49| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0046 401-07328 8003.000 TON | 41.38000 331164.14| 34.65000 277303.95| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0047 401-07398 12760.000 TON | 29.59000 377568.40| 26.70000 340692.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0048 401-07413 43419.000 TON | 26.68000 1158418.92| 25.60000 1111526.40| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0049 402-07433 645.000 TON | 56.73000 36590.85| 33.75000 21768.75| HMA TYPE B, SURFACE | | | 0050 402-07438 654.000 TON | 39.64000 25924.56| 28.45000 18606.30| HMA TYPE B, INTERMEDIATE | | | 0051 402-07441 2038.000 TON | 26.13000 53252.94| 23.30000 47485.40| HMA TYPE B, BASE | | | 0053 402-07452 265.000 TON | 42.45000 11249.25| 29.40000 7791.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0054 404-05511 1360.000 SYS | 2.75000 3740.00| 1.45000 1972.00| SEAL COAT, 2 | | | 0055 406-05520 51.400 TON | 157.50000 8095.50| 140.00000 7196.00| ASPHALT FOR TACK COAT | | | 0057 501-06266 LUMP| 20230.14000 20230.14| 7928.80000 7928.80| PROFILOGRAPH, PCCP | | | 0058 501-06325 476749.000 SYS | 25.11000 11971167.39| 26.46000 12614778.54| QC/QA-PCCP, 14 IN. , WARRANTED | | | 0059 501-06727 LUMP| 19529.07000 19529.07| 32829.91000 32829.91| CORING, PCCP | | | 0060 503-05240 240124.000 LFT | 6.70000 1608830.80| 7.95000 1908985.80| D-1 CONTRACTION JOINT | | | 0061 503-05310 1240.900 LFT | 79.35000 98465.42| 106.74000 132453.67| TERMINAL JOINT | | | 0062 601-01522 17.000 EACH| 1224.00000 20808.00| 1300.00000 22100.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |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 601-05657 1.000 EACH| 16830.00000 16830.00| 17000.00000 17000.00| ENERGY ABSORBING TERMINAL, CZ, LEAVE IN | | | PLACE | | | 0065 601-06035 1088.000 LFT | 7.85000 8540.80| 8.00000 8704.00| GUARDRAIL, RESET | | | 0067 601-07024 4.000 EACH| 7038.00000 28152.00| 75.00000 300.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0068 601-94689 20.000 EACH| 2040.00000 40800.00| 2100.00000 42000.00| GUARDRAIL END TREATMENT, OS | | | 0069 601-99105 24774.500 LFT | 8.87000 219749.82| 8.75000 216776.88| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0070 601-99123 8.000 EACH| 1938.00000 15504.00| 2000.00000 16000.00| GUARDRAIL TRANSITION, GP | | | 0072 602-06639 2160.000 LFT | 21.00000 45360.00| 37.58000 81172.80| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0073 602-06646 38619.000 LFT | 20.45000 789758.55| 29.69000 1146598.11| TEMPORARY CONCRETE BARRIER | | | 0074 602-06729 1661.000 EACH| 6.12000 10165.32| 4.23000 7026.03| BARRIER DELINEATOR | | | 0075 602-06945 10852.000 LFT | 53.10000 576241.20| 43.36000 470542.72| BARRIER, CONCRETE, 45 IN. | | | 0076 602-06945 2375.000 LFT | 246.15000 584606.25| 136.71000 324686.25| BARRIER, CONCRETE, 45 IN. ,REINFORCED | | | MODIFIED | | | 0077 602-06976 18782.000 LFT | 66.11000 1241678.02| 61.00000 1145702.00| BARRIER, CONCRETE, 45 IN., MODIFIED | | | 0078 602-95580 1220.000 LFT | 33.02000 40284.40| 22.73000 27730.60| TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0079 603-03829 381.000 LFT | 54.37000 20714.97| 54.00000 20574.00| FENCE , PEDESTRIAN | | | 0080 603-06040 1468.000 LFT | 4.49000 6591.32| 4.50000 6606.00| FENCE, FARM FIELD, 47 IN. | | | 0081 605-06120 175.000 LFT | 22.50000 3937.50| 25.00000 4375.00| CURB, CONCRETE | | | 0082 607-06175 1000.000 LFT | 24.50000 24500.00| 30.00000 30000.00| GUTTER, CONCRETE , MODIFIED | | | 0083 607-06335 254.000 LFT | 18.00000 4572.00| 30.00000 7620.00| PAVED SIDE DITCH, A | | | 0084 610-06259 332.200 SYS | 70.82000 23526.40| 73.37000 24373.51| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |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 611-03392 4.000 EACH| 6193.02000 24772.08| 5830.00000 23320.00| TEMPORARY CROSSOVER, A MODIFIED | | | 0086 611-03393 4.000 EACH| 32356.12000 129424.48| 20810.00000 83240.00| TEMPORARY CROSSOVER, B MODIFIED | | | 0087 615-06510 17.000 EACH| 193.80000 3294.60| 190.00000 3230.00| MONUMENT, C | | | 0088 615-06515 54.000 EACH| 91.80000 4957.20| 90.00000 4860.00| MONUMENT, D | | | 0089 616-02320 12473.000 SYS | 0.88000 10976.24| 1.10000 13720.30| GEOTEXTILES | | | 0090 616-05688 142.000 TON | 35.68000 5066.56| 31.00000 4402.00| RIPRAP, CLASS 1 | | | 0091 616-05689 1079.000 TON | 37.17000 40106.43| 42.65000 46019.35| RIPRAP, CLASS 2 | | | 0092 616-06405 6428.000 TON | 23.02000 147972.56| 15.45000 99312.60| RIPRAP, REVETMENT | | | 0093 616-06451 1683.000 TON | 25.66000 43185.78| 20.75000 34922.25| RIPRAP, UNIFORM | | | 0094 616-51367 2305.300 SYS | 55.76000 128543.53| 47.41000 109294.27| SLOPEWALL, CONCRETE, 4 IN. | | | 0095 619-95457 LUMP| 102787.44000 102787.44| 110000.00000 110000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0096 619-95457 LUMP| 99544.86000 99544.86| 107000.00000 107000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0097 619-95457 LUMP| 70251.48000 70251.48| 78000.00000 78000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 6 | | | 0098 619-95457 LUMP| 66267.36000 66267.36| 75000.00000 75000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 7 | | | 0099 621-01004 8.000 EACH| 765.00000 6120.00| 750.00000 6000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-06545 12.920 TON | 545.70000 7050.44| 535.00000 6912.20| FERTILIZER | | | 0101 621-06548 310.000 LBS | 25.50000 7905.00| 25.00000 7750.00| SEED MIXTURE, CV | | | 0102 621-06553 5264.000 LBS | 2.86000 15055.04| 2.80000 14739.20| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 621-06565 63.000 TON | 418.20000 26346.60| 410.00000 25830.00| MULCHING MATERIAL | | | 0104 621-06567 46.300 MG | 47.43000 2196.01| 46.50000 2152.95| WATER | | | 0105 621-06574 9922.000 SYS | 2.96000 29369.12| 2.90000 28773.80| SODDING | | | 0106 621-06575 300.000 SYS | 2.96000 888.00| 2.90000 870.00| SODDING, NURSERY | | | 0109 701-01849 8958.000 LFT | 24.78000 221979.24| 30.00000 268740.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0110 701-51195 2816.000 LFT | 20.09000 56573.44| 24.00000 67584.00| PILE, STEEL H, HP 12 X 53 | | | 0111 701-91792 64.000 EACH| 106.94000 6844.16| 150.00000 9600.00| PILE TIP, STEEL H | | | 0112 701-96089 564.000 LFT | 23.63000 13327.32| 28.00000 15792.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0113 701-99086 20.000 EACH| 180.55000 3611.00| 200.00000 4000.00| PILE TIP, STEEL SHELL | | | 0114 702-51005 1395.800 CYS | 427.43000 596606.79| 350.00000 488530.00| CONCRETE, A, SUBSTRUCTURE | | | 0115 702-51015 363.100 CYS | 306.04000 111123.12| 350.00000 127085.00| CONCRETE, B, FOOTINGS | | | 0116 702-51090 891.000 LBS | 14.57000 12981.87| 4.00000 3564.00| BRONZE PLATES | | | 0117 702-51100 425.000 LBS | 8.28000 3519.00| 3.00000 1275.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0118 702-51110 3220.000 LBS | 2.36000 7599.20| 4.00000 12880.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0119 702-51863 1488.000 EACH| 11.07000 16472.16| 8.00000 11904.00| FIELD DRILLED HOLE IN CONCRETE | | | 0120 702-90915 10.000 CYS | 1530.00000 15300.00| 500.00000 5000.00| CONCRETE, A | | | 0121 702-94656 8.000 CYS | 1326.00000 10608.00| 500.00000 4000.00| CONCRETE, B | | | 0122 703-01540 132.000 EACH| 17.81000 2350.92| 15.00000 1980.00| THREADED TIE BAR ASSEMBLY | | | 0123 703-51030 303389.000 LBS | 0.66000 200236.74| 0.55000 166863.95| REINFORCING STEEL | | | 0124 703-51032 693454.000 LBS | 0.61000 423006.94| 0.60000 416072.40| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |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 703-97703 89.000 EACH| 19.85000 1766.65| 18.00000 1602.00| THREADED BAR SPLICE, EPOXY COATED | | | 0126 704-04850 12564.000 SYS | 3.11000 39074.04| 3.00000 37692.00| CONCRETE , GROOVED LINES | | | 0127 704-04850 125.000 SYS | 74.07000 9258.75| 69.00000 8625.00| CONCRETE , SPILLWAY, STR. NO. 141A | | | 0128 704-04850 143.000 SYS | 72.51000 10368.93| 69.00000 9867.00| CONCRETE , SPILLWAY, STR. NO. 143A | | | 0129 704-04850 52.000 SYS | 97.13000 5050.76| 112.25000 5837.00| CONCRETE , SPILLWAY, STR. NO. 45A | | | 0130 704-04850 123.000 SYS | 73.89000 9088.47| 76.00000 9348.00| CONCRETE , SPILLWAY, STR. NO. 80A | | | 0131 704-05892 353.100 CYS | 408.00000 144064.80| 450.00000 158895.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0132 704-51002 1574.700 CYS | 510.00000 803097.00| 400.00000 629880.00| CONCRETE, C, SUPERSTRUCTURE | | | 0133 706-05732 12.000 EACH| 1193.30000 14319.60| 1354.47000 16253.64| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0134 706-05734 12.000 EACH| 1448.40000 17380.80| 1354.47000 16253.64| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0136 706-51020 536.000 CYS | 337.70000 181007.20| 338.62000 181500.32| CONCRETE, C, RAILING | | | 0137 707-07605 1214.500 LFT | 102.00000 123879.00| 142.00000 172459.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0138 709-51821 LUMP| 4375.80000 4375.80| 9200.00000 9200.00| SURFACE SEAL , STR. NO. 1 | | | 0139 709-51821 LUMP| 7098.74000 7098.74| 9500.00000 9500.00| SURFACE SEAL , STR. NO. 2 | | | 0140 709-51821 LUMP| 6186.19000 6186.19| 10300.00000 10300.00| SURFACE SEAL , STR. NO. 3 | | | 0141 709-51821 LUMP| 6275.69000 6275.69| 9200.00000 9200.00| SURFACE SEAL , STR. NO. 4 | | | 0142 709-51821 LUMP| 5370.30000 5370.30| 8200.00000 8200.00| SURFACE SEAL , STR. NO. 6 | | | 0143 709-51821 LUMP| 5370.30000 5370.30| 7500.00000 7500.00| SURFACE SEAL , STR. NO. 7 | | | 0144 710-51870 120.000 SFT | 65.91000 7909.20| 45.15000 5418.00| REPOINTING MASONRY IN STRUCTURES | | | 0145 711-51038 LUMP| 198504.18000 198504.18| 290000.00000 290000.00| STRUCTURAL STEEL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |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 711-51038 LUMP| 93681.61000 93681.61| 220000.00000 220000.00| STRUCTURAL STEEL , STR. NO. 2 | | | 0147 711-51038 LUMP| 167487.84000 167487.84| 160000.00000 160000.00| STRUCTURAL STEEL , STR. NO. 4 | | | 0148 711-51038 LUMP| 104500.85000 104500.85| 235000.00000 235000.00| STRUCTURAL STEEL , STR. NO. 6 | | | 0149 711-51038 LUMP| 192803.83000 192803.83| 180000.00000 180000.00| STRUCTURAL STEEL , STR. NO. 7 | | | 0150 711-51864 459.000 EACH| 15.28000 7013.52| 30.00000 13770.00| DRILLED HOLE | | | 0151 712-04131 LUMP| 815353.99000 815353.99| 680000.00000 680000.00| STRUCTURE , DETENTION, STR. NO. 121 | | | 0152 712-04131 LUMP| 134196.69000 134196.69| 102530.00000 102530.00| STRUCTURE , DETENTION, STR. NO. 138 | | | 0153 712-04131 LUMP| 137130.48000 137130.48| 107570.00000 107570.00| STRUCTURE , DETENTION, STR. NO. 155 | | | 0154 712-04131 LUMP| 104792.33000 104792.33| 72695.00000 72695.00| STRUCTURE , DETENTION, STR. NO. 162 | | | 0155 712-04131 LUMP| 105716.88000 105716.88| 72880.00000 72880.00| STRUCTURE , DETENTION, STR. NO. 169 | | | 0156 712-04131 LUMP| 107652.45000 107652.45| 71470.00000 71470.00| STRUCTURE , DETENTION, STR. NO. 173 | | | 0157 712-04131 LUMP| 324865.30000 324865.30| 223496.00000 223496.00| STRUCTURE , DETENTION, STR. NO. 191 | | | 0158 712-04131 LUMP| 242503.55000 242503.55| 187096.00000 187096.00| STRUCTURE , DETENTION, STR. NO. 75 | | | 0159 712-04131 LUMP| 342155.30000 342155.30| 297322.00000 297322.00| STRUCTURE , DETENTION, STR. NO. 92 | | | 0160 713-97149 3.000 EACH| 17269.74000 51809.22| 8495.00000 25485.00| TEMPORARY RAMP | | | 0161 714-06660 131.000 SYS | 178.50000 23383.50| 438.00000 57378.00| WINGWALL | | | 0162 714-26703 186.000 LFT | 620.31000 115377.66| 463.00000 86118.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0163 714-26708 395.000 LFT | 640.01000 252803.95| 496.00000 195920.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0164 714-26718 213.000 LFT | 813.49000 173273.37| 715.00000 152295.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 715-02397 4.000 EACH| 1521.03000 6084.12| 1010.00000 4040.00| SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0166 715-05024 266.000 LFT | 66.66000 17731.56| 52.00000 13832.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0167 715-05048 98171.000 LFT | 1.31000 128604.01| 3.16000 310220.36| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0168 715-05053 8713.000 LFT | 23.95000 208676.35| 14.85000 129388.05| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0170 715-05123 86.000 LFT | 42.43000 3648.98| 30.17000 2594.62| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0171 715-05149 900.000 LFT | 31.00000 27900.00| 19.52000 17568.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0172 715-05151 1526.000 LFT | 33.39000 50953.14| 22.42000 34212.92| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0173 715-05152 1043.000 LFT | 35.92000 37464.56| 25.17000 26252.31| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0174 715-05153 6.000 LFT | 54.63000 327.78| 29.88000 179.28| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0175 715-05154 4063.000 LFT | 45.19000 183606.97| 32.32000 131316.16| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0176 715-05156 132.000 LFT | 53.69000 7087.08| 42.72000 5639.04| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0177 715-05173 60.000 LFT | 44.59000 2675.40| 32.45000 1947.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0178 715-05407 1586.000 LFT | 3.86000 6121.96| 12.00000 19032.00| PIPE, END BENT DRAIN, 6 IN. | | | 0179 715-05428 978.000 LFT | 162.17000 158602.26| 109.10000 106699.80| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0180 715-05841 2.000 EACH| 1816.71000 3633.42| 588.00000 1176.00| CONCRETE ANCHOR, 60 IN. | | | 0181 715-05842 2.000 EACH| 1552.30000 3104.60| 516.00000 1032.00| CONCRETE ANCHOR, 42 IN. | | | 0182 715-06825 2.000 EACH| 1834.24000 3668.48| 197.00000 394.00| CONCRETE ANCHOR , 66 IN. | | | 0183 715-46000 9.000 EACH| 193.81000 1744.29| 269.00000 2421.00| PIPE END SECTION, 12 IN. | | | 0184 715-46005 8.000 EACH| 210.64000 1685.12| 285.00000 2280.00| PIPE END SECTION, 15 IN. | | | 0185 715-46010 11.000 EACH| 229.70000 2526.70| 303.00000 3333.00| PIPE END SECTION, 18 IN. | | | 0186 715-46020 14.000 EACH| 316.39000 4429.46| 448.00000 6272.00| PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 715-46030 2.000 EACH| 458.17000 916.34| 550.00000 1100.00| PIPE END SECTION, 30 IN. | | | 0188 715-46040 11.000 EACH| 624.36000 6867.96| 782.00000 8602.00| PIPE END SECTION, 36 IN. | | | 0189 716-04892 875.000 LFT | 124.27000 108736.25| 108.00000 94500.00| PIPE, JACKED , 12 IN. | | | 0190 716-04892 185.000 LFT | 215.69000 39902.65| 175.00000 32375.00| PIPE, JACKED , 30 IN. | | | 0191 716-04892 235.000 LFT | 238.68000 56089.80| 249.00000 58515.00| PIPE, JACKED , 42 IN. OR ALTERNATE | | | 0192 716-04892 240.000 LFT | 516.12000 123868.80| 538.00000 129120.00| PIPE, JACKED , 60 IN. OR ALTERNATE | | | 0193 716-04892 196.000 LFT | 602.82000 118152.72| 628.00000 123088.00| PIPE, JACKED , 66 IN. OR ALTERNATE | | | 0195 716-90322 601.000 LFT | 202.98000 121990.98| 212.00000 127412.00| PIPE, JACKED, 36 IN. | | | 0196 716-92460 1056.000 LFT | 131.11000 138452.16| 117.00000 123552.00| PIPE, JACKED, 18 IN. | | | 0197 716-93857 535.000 LFT | 156.66000 83813.10| 125.00000 66875.00| PIPE, JACKED, 24 IN. | | | 0198 716-96215 868.000 LFT | 132.91000 115365.88| 111.00000 96348.00| PIPE, JACKED, 15 IN. | | | 0199 716-99464 196.000 LFT | 287.64000 56377.44| 300.00000 58800.00| PIPE, JACKED, 48 IN. OR ALTERNATE | | | 0200 718-06528 50.000 EACH| 525.09000 26254.50| 479.00000 23950.00| OUTLET PROTECTOR, 1 | | | 0201 718-06529 158.000 EACH| 472.58000 74667.64| 452.00000 71416.00| OUTLET PROTECTOR, 2 | | | 0202 718-06531 50.000 EACH| 446.32000 22316.00| 425.00000 21250.00| OUTLET PROTECTOR, 3 | | | 0203 718-06532 10000.000 LFT | 0.92000 9200.00| 0.55000 5500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0204 718-52610 11060.000 CYS | 18.63000 206047.80| 27.10000 299726.00| AGGREGATE FOR UNDERDRAINS | | | 0205 718-99153 75695.000 SYS | 0.59000 44660.05| 0.41000 31034.95| GEOTEXTILES FOR UNDERDRAIN | | | 0206 720-03988 1.000 EACH| 3587.69000 3587.69| 2026.00000 2026.00| MANHOLE, J4, DROP | | | 0207 720-44000 3.000 EACH| 232.27000 696.81| 265.00000 795.00| CASTING, ADJUST TO GRADE | | | 0208 720-44296 9.000 EACH| 222.60000 2003.40| 265.00000 2385.00| CAP INLET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 720-45041 12.000 EACH| 3517.73000 42212.76| 3215.00000 38580.00| INLET, H5 | | | 0211 720-45041 23.000 EACH| 5259.44000 120967.12| 3695.00000 84985.00| INLET, H5 A, MODIFIED | | | 0212 720-45141 36.000 EACH| 4170.15000 150125.40| 3450.00000 124200.00| INLET, H5, MODIFIED | | | 0213 720-45235 2.000 EACH| 1300.21000 2600.42| 1118.00000 2236.00| CATCH BASIN, E7 | | | 0214 720-45410 11.000 EACH| 4392.76000 48320.36| 1795.00000 19745.00| MANHOLE, C4 | | | 0215 720-45415 1.000 EACH| 11220.47000 11220.47| 2835.00000 2835.00| MANHOLE, D4 A, MODIFIED | | | 0216 720-94612 1.000 EACH| 6841.67000 6841.67| 2777.00000 2777.00| MANHOLE, K4 | | | 0217 722-51842 10175.800 SYS | 41.82000 425551.96| 38.00000 386680.40| BRIDGE DECK OVERLAY | | | 0218 722-51846 206.300 CYS | 330.00000 68079.00| 330.00000 68079.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0219 722-60824 14817.500 SYS | 2.68000 39710.90| 3.29000 48749.58| SURFACE MILLING | | | 0220 723-07262 184.000 LFT | 1340.35000 246624.40| 1413.00000 259992.00| STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 120 IN. | | | 0221 724-03276 1138.600 LFT | 76.50000 87102.90| 45.00000 51237.00| EXPANSION JOINT SEALING SYSTEM | | | 0222 724-04163 144.000 LFT | 25.50000 3672.00| 50.00000 7200.00| STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0223 724-51925 66.400 LFT | 112.20000 7450.08| 90.00000 5976.00| STRUCTURAL EXPANSION JOINT, SS | | | 0225 728-98377 LUMP| 23098.92000 23098.92| 24000.00000 24000.00| MASONRY COATING , STR. NO. 1 | | | 0226 728-98377 LUMP| 21420.00000 21420.00| 24000.00000 24000.00| MASONRY COATING , STR. NO. 2 | | | 0227 728-98377 LUMP| 11293.44000 11293.44| 13000.00000 13000.00| MASONRY COATING , STR. NO. 4 | | | 0228 728-98377 LUMP| 12470.52000 12470.52| 15000.00000 15000.00| MASONRY COATING , STR. NO. 6 | | | 0229 728-98377 LUMP| 14826.72000 14826.72| 16000.00000 16000.00| MASONRY COATING , STR. NO. 7 | | | 0230 731-93945 4758.200 SFT | 12.14000 57764.55| 15.00000 71373.00| FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0231 731-93946 4758.200 SFT | 5.61000 26693.50| 15.00000 71373.00| WALL ERECTION | | | 0232 731-93947 334.000 LFT | 35.70000 11923.80| 30.00000 10020.00| LEVELING PAD, CONCRETE | | | 0233 801-01093 4.000 EACH| 2570.40000 10281.60| 2520.00000 10080.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0234 801-01504 6.000 EACH| 142.80000 856.80| 140.00000 840.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0235 801-01505 3.000 EACH| 143.82000 431.46| 141.00000 423.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0236 801-01851 LUMP| 33660.00000 33660.00| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0237 801-03290 6.000 EACH| 382.50000 2295.00| 375.00000 2250.00| CONSTRUCTION SIGN, C | | | 0238 801-04308 13.000 EACH| 285.60000 3712.80| 280.00000 3640.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0239 801-06201 170.000 SYS | 166.06000 28230.20| 150.00000 25500.00| TEMPORARY PANEL SIGNS | | | 0240 801-06202 840.000 LFT | 12.24000 10281.60| 10.00000 8400.00| TEMPORARY PANEL SIGN SUPPORTS | | | 0241 801-06203 107714.000 LFT | 0.10000 10771.40| 0.10000 10771.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0242 801-06207 361691.000 LFT | 0.61000 220631.51| 0.60000 217014.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0243 801-06211 8.000 EACH| 163.20000 1305.60| 160.00000 1280.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0244 801-06212 5.000 EACH| 176.46000 882.30| 173.00000 865.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0245 801-06216 60.000 LFT | 4.23000 253.80| 4.15000 249.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0246 801-06469 30440.000 LFT | 1.17000 35614.80| 1.15000 35006.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0247 801-06577 1352.000 LFT | 4.95000 6692.40| 4.85000 6557.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0248 801-06586 2460.000 LFT | 0.66000 1623.60| 0.65000 1599.00| TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0250 801-06625 26.000 EACH| 173.40000 4508.40| 170.00000 4420.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0251 801-06640 82.000 EACH| 331.50000 27183.00| 325.00000 26650.00| CONSTRUCTION SIGN, A | | | 0252 801-06645 8.000 EACH| 102.00000 816.00| 100.00000 800.00| CONSTRUCTION SIGN, B | | | 0253 801-06710 120.000 DAY | 20.40000 2448.00| 20.00000 2400.00| FLASHING ARROW SIGN | | | 0254 801-06775 LUMP| 327877.33000 327877.33| 329788.11000 329788.11| MAINTAINING TRAFFIC | | | 0255 801-06808 3000.000 HRS | 48.45000 145350.00| 11.29000 33870.00| TRUCK, TOW , ON SITE | | | 0256 801-07119 420.000 LFT | 15.30000 6426.00| 15.00000 6300.00| BARRICADE, III-B | | | 0257 801-09133 4.000 EACH| 10200.00000 40800.00| 10000.00000 40000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0258 802-02475 15.000 EACH| 428.40000 6426.00| 500.00000 7500.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0260 802-04893 12.000 EACH| 40.80000 489.60| 75.00000 900.00| REFERENCE POST | | | 0261 802-05701 1162.000 LFT | 4.39000 5101.18| 9.50000 11039.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0262 802-05702 2264.000 LFT | 3.47000 7856.08| 10.00000 22640.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0263 802-07055 3.000 EACH| 6242.40000 18727.20| 3000.00000 9000.00| DOUBLE ARM SIGN STRUCTURE MEDIAN | | | FOUNDATION | | | 0264 802-07059 127.000 EACH| 76.50000 9715.50| 15.00000 1905.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0265 802-07101 4.000 EACH| 14790.00000 59160.00| 14630.00000 58520.00| SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0266 802-07102 5.000 EACH| 9129.00000 45645.00| 10115.00000 50575.00| SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0267 802-07137 12.000 EACH| 255.00000 3060.00| 385.00000 4620.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0268 802-07138 8.000 EACH| 260.10000 2080.80| 385.00000 3080.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0269 802-07151 62.000 EACH| 244.80000 15177.60| 300.00000 18600.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0270 802-07152 18.000 EACH| 285.60000 5140.80| 400.00000 7200.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0271 802-07153 8.000 EACH| 300.90000 2407.20| 450.00000 3600.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0272 802-07154 8.000 EACH| 321.30000 2570.40| 450.00000 3600.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0273 802-07158 5.000 EACH| 2876.40000 14382.00| 3500.00000 17500.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0274 802-07159 1.000 EACH| 2590.80000 2590.80| 3500.00000 3500.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0275 802-07272 4.000 EACH| 4324.80000 17299.20| 4000.00000 16000.00| BOX TRUSS SIGN FOUNDATION, V-B | | | 0276 802-07275 4.000 EACH| 2733.60000 10934.40| 4000.00000 16000.00| BOX TRUSS SIGN FOUNDATION, V-C | | | 0277 802-76015 9792.000 SFT | 13.57000 132877.44| 14.10000 138067.20| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0278 802-76025 235.500 SFT | 7.65000 1801.58| 8.80000 2072.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0279 802-76035 2350.000 SFT | 7.75000 18212.50| 9.50000 22325.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0280 802-76045 234.000 SFT | 11.32000 2648.88| 12.25000 2866.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0281 802-76095 30517.000 LBS | 1.84000 56151.28| 2.50000 76292.50| STRUCTURAL STEEL, BREAKAWAY | | | 0282 802-76110 4.000 EACH| 26673.00000 106692.00| 27830.00000 111320.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0283 802-76140 9.000 EACH| 13872.00000 124848.00| 15380.00000 138420.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0284 802-76175 65.000 LFT | 102.00000 6630.00| 115.00000 7475.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 802-76235 9.000 EACH| 224.40000 2019.60| 500.00000 4500.00| INSTALL OVERHEAD SIGN | | | 0286 802-93388 3.000 EACH| 520.20000 1560.60| 150.00000 450.00| BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0287 802-94674 2.000 EACH| 459.00000 918.00| 560.00000 1120.00| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0288 804-06771 495.000 EACH| 19.38000 9593.10| 22.00000 10890.00| DELINEATOR POST, FLEXIBLE | | | 0289 805-01815 12.000 EACH| 1734.00000 20808.00| 1600.00000 19200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0290 805-01842 24.000 EACH| 632.40000 15177.60| 559.00000 13416.00| HANDHOLE, SIGNAL | | | 0291 805-01842 58.000 EACH| 1530.00000 88740.00| 750.00000 43500.00| HANDHOLE, SIGNAL , WATER TIGHT, MODIFIED| | | 0292 807-04651 7900.000 LFT | 1.33000 10507.00| 3.50000 27650.00| WIRE ,XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 4C 4GA | | | 0293 805-06592 10523.000 LFT | 6.18000 65032.14| 8.00000 84184.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0295 805-78060 1.000 EACH| 7782.60000 7782.60| 9000.00000 9000.00| CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0296 805-78100 3.000 EACH| 7466.40000 22399.20| 9600.00000 28800.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE , TS2, TYPE 2, CONFIGURATION 4, | | | EAGLE CO | | | 0297 805-78205 28.000 EACH| 408.00000 11424.00| 410.00000 11480.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0298 805-78415 13.000 EACH| 1428.00000 18564.00| 1100.00000 14300.00| SPAN, CATENARY, AND TETHER | | | 0299 805-78420 13.000 EACH| 224.40000 2917.20| 250.00000 3250.00| DISCONNECT HANGER | | | 0300 805-78445 4.000 EACH| 408.00000 1632.00| 450.00000 1800.00| SIGNAL SERVICE | | | 0301 805-78467 1100.000 LFT | 1.33000 1463.00| 1.20000 1320.00| SIGNAL CABLE, 3C 8GA. | | | 0302 805-78470 8250.000 LFT | 0.20000 1650.00| 0.20000 1650.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0303 805-78485 1200.000 LFT | 0.82000 984.00| 0.70000 840.00| SIGNAL CABLE, 5C 14GA. | | | 0304 805-78490 1380.000 LFT | 0.92000 1269.60| 0.80000 1104.00| SIGNAL CABLE, 7C 14GA. | | | 0305 805-78510 8130.000 LFT | 0.82000 6666.60| 0.60000 4878.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0306 805-78785 34.000 EACH| 326.40000 11097.60| 380.00000 12920.00| SIGNAL DETECTOR HOUSING | | | 0307 805-78795 3490.000 LFT | 7.75000 27047.50| 7.00000 24430.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0308 805-78925 4.000 EACH| 561.00000 2244.00| 550.00000 2200.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0311 805-81060 2.000 EACH| 2958.00000 5916.00| 3050.00000 6100.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0312 807-04651 660.000 LFT | 2.75000 1815.00| 2.50000 1650.00| WIRE , NO. 4 COPPER IN CONDUIT, 4C | | | 0313 805-86890 616.000 LFT | 0.51000 314.16| 0.40000 246.40| POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0314 805-86920 39.000 EACH| 25.19000 982.41| 15.00000 585.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0315 805-86925 24.000 EACH| 13.57000 325.68| 20.00000 480.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0316 805-86930 19.000 EACH| 26.11000 496.09| 15.00000 285.00| INSULATING LINK, NOT WATERPROOFED | | | 0317 805-86935 24.000 EACH| 16.32000 391.68| 20.00000 480.00| INSULATING LINK, WATERPROOFED | | | 0318 807-02109 11.000 EACH| 387.60000 4263.60| 445.00000 4895.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0319 807-02191 6.000 EACH| 601.80000 3610.80| 550.00000 3300.00| HANDHOLE, LIGHTING | | | 0320 807-02428 7.000 EACH| 510.00000 3570.00| 550.00000 3850.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0321 807-82016 1.000 EACH| 612.00000 612.00| 300.00000 300.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0322 807-82017 3.000 EACH| 663.00000 1989.00| 450.00000 1350.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0323 807-84866 2.000 EACH| 1346.40000 2692.80| 1315.00000 2630.00| LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0324 807-86620 2.000 EACH| 255.00000 510.00| 285.00000 570.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0325 807-86910 20.000 EACH| 23.56000 471.20| 25.00000 500.00| CONNECTOR KIT, UNFUSED | | | 0326 807-86915 33.000 EACH| 28.56000 942.48| 25.00000 825.00| CONNECTOR KIT, FUSED | | | 0327 807-86950 15.000 EACH| 24.48000 367.20| 20.00000 300.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0328 807-86955 3.000 EACH| 71.40000 214.20| 150.00000 450.00| CABLE DUCT MARKER | | | 0329 807-92585 5.000 EACH| 663.00000 3315.00| 450.00000 2250.00| LIGHT POLE RESET | | | 0330 808-01329 1.000 EACH| 127.50000 127.50| 130.00000 130.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0331 808-03631 71601.000 LFT | 0.39000 27924.39| 0.40000 28640.40| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0332 808-03632 70932.000 LFT | 0.39000 27663.48| 0.40000 28372.80| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0333 808-05534 5933.000 LFT | 1.22000 7238.26| 1.25000 7416.25| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0334 808-06194 3656.000 LFT | 1.28000 4679.68| 1.30000 4752.80| LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0335 808-06701 67.000 LFT | 1.02000 68.34| 1.10000 73.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0336 808-06703 10367.000 LFT | 1.02000 10574.34| 1.10000 11403.70| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0337 808-06713 4010.000 LFT | 0.20000 802.00| 0.25000 1002.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0338 808-06714 3858.000 LFT | 0.20000 771.60| 0.25000 964.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0339 808-06716 62500.000 LFT | 0.51000 31875.00| 0.55000 34375.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 808-06723 1.000 EACH| 98.94000 98.94| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0341 808-06724 1.000 EACH| 100.98000 100.98| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0342 808-75061 37493.000 LFT | 3.18000 119227.74| 3.15000 118102.95| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0343 808-75067 44.000 LFT | 9.69000 426.36| 9.50000 418.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0344 808-75071 2.000 EACH| 285.60000 571.20| 290.00000 580.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0345 808-75073 2.000 EACH| 377.40000 754.80| 375.00000 750.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0346 808-75074 121.000 LFT | 3.47000 419.87| 3.45000 417.45| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0347 808-75245 10367.000 LFT | 1.02000 10574.34| 1.10000 11403.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0348 808-75297 192.000 LFT | 2.35000 451.20| 2.40000 460.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0349 808-75996 1433.000 EACH| 2.35000 3367.55| 22.00000 31526.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0350 808-75998 2257.000 EACH| 20.71000 46742.47| 20.35000 45929.95| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0351 801-07119 276.000 LFT | 15.30000 4222.80| 17.00000 4692.00| BARRICADE, III-B | | | 0352 610-07486 28.600 TON | 41.83000 1196.34| 75.00000 2145.00| HMA FOR APPROACHES, TYPE A | | | 0353 105-06904 4.000 EACH| 163.20000 652.80| 282.18000 1128.72| PHONE(SUPERVISOR) | | | 0354 105-06905 10.000 EACH| 163.20000 1632.00| 225.75000 2257.50| PHONE(INSPECTOR) | | | 0355 105-06906 80.000 MOS | 85.17000 6813.60| 69.84000 5587.20| CELLULAR SERVICE(SUPERVISOR) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 174 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,732,349.95 (A + B) ROUTE : 69 CALL ORDER : 174 CONTRACT ID : R -26484-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0356 105-06907 200.000 MOS | 64.77000 12954.00| 79.01000 15802.00| CELLULAR SERVICE(INSPECTOR) | | | 0357 601-06246 1.000 EACH| 39270.00000 39270.00| 40000.00000 40000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0358 610-06262 4893.600 SYS | 66.30000 324445.68| 77.88000 381113.57| REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0359 621-07618 23532.000 SYS | 5.67000 133426.44| 5.95000 140015.40| COMPOST SOIL BLANKET | | | 0360 715-06004 2.000 EACH| 1552.30000 3104.60| 516.00000 1032.00| CONCRETE ANCHOR, 48 IN. | | | 0361 716-90322 856.000 LFT | 202.98000 173750.88| 212.00000 181472.00| PIPE, JACKED, 36 IN. OR ALTERNATE | | | 0362 716-93857 154.000 LFT | 119.34000 18378.36| 125.00000 19250.00| PIPE, JACKED, 24 IN. OR ALTERNATE | | | 0363 801-07606 2500.000 LFT | 11.87000 29675.00| 30.40000 76000.00| TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0364 802-04314 54.000 EACH| 15.30000 826.20| 106.00000 5724.00| SIGN , SURVEY MONUMENT | | | 0365 805-06592 34622.000 LFT | 4.79000 165839.38| 9.04000 312982.88| CONDUIT, STEEL, GALVANIZED, 2 IN. OR | | | POLYETHYLENE | | | 0366 601-97774 2.000 EACH| 1020.00000 2040.00| 851.00000 1702.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0367 805-05904 1.000 EACH| 43533.60000 43533.60| 45404.00000 45404.00| ATR STATION- 6 LANE | | | 0368 805-05406 2.000 EACH| 31660.80000 63321.60| 33021.00000 66042.00| DATA COLLECTION SITE -6 LANE | | | 0369 728-98377 LUMP| 16320.00000 16320.00| 20000.00000 20000.00| MASONRY COATING , STR. NO. 3 | | | SECTION TOTALS | A = $ 46,505,499.55| A = $ 57,613,325.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 52,655,499.55| A + B = $ 64,313,325.31| ==================================================================================================================================== ROAD CLOSURE CONTRACT DAYS FOR ABOITE CENTER ROAD 111 130 I-69 MAINLINE 2004 CONSTR. SEASON WORK CONTRACT DAYS 168 180 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 190 CONTRACT ID : R -26547-A COUNTIES : VANDERBURGH LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,179,294.70 100.0000% 2 99-9990098 WEDDLE/KOBERSTEIN J/V $ 3,557,598.49 111.8989% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/10/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B531014 B531014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 6,660,766.35 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 6,925,000.00 103.9670% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,978,516.05 104.7704% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 7,257,344.66 108.9566% ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER, CURB, AND GUTTER CONSTRUCTION | | | 0001 105-06845 LUMP| 83700.00000 83700.00| 89042.00000 89042.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 1850.00000 22200.00| 2300.00000 27600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 333000.00000 333000.00| 340000.00000 340000.00| 324000.00000 324000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 77000.00000 77000.00| 138000.00000 138000.00| 124400.00000 124400.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 46200.000 m2 | 6.05000 279510.00| 5.00000 231000.00| 4.30000 198660.00 PAVEMENT, REMOVE | | | 0006 202-04089 19.000 EACH| 20.00000 380.00| 20.00000 380.00| 20.00000 380.00 SIGN, SHEET, REMOVE | | | 0007 202-60820 27900.000 m2 | 0.50000 13950.00| 0.45000 12555.00| 0.57000 15903.00 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 6000.00000 6000.00| 8500.00000 8500.00| 6000.00000 6000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-96133 22.200 m | 34.45000 764.79| 45.00000 999.00| 40.00000 888.00 PIPE, REMOVE | | | 0010 203-02000 13146.000 m3 | 14.80000 194560.80| 16.00000 210336.00| 13.00000 170898.00 EXCAVATION, COMMON | | | 0011 205-06931 35.400 Mg | 44.00000 1557.60| 32.00000 1132.80| 45.00000 1593.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 11.000 EACH| 55.00000 605.00| 50.00000 550.00| 60.00000 660.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 3757.000 m | 6.65000 24984.05| 5.40000 20287.80| 5.15000 19348.55 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-07317 1.000 EACH| 83200.00000 83200.00| 65000.00000 65000.00| 75000.00000 75000.00 CHECK VALVES , ELASTOMERIC(DUCKBILL) | | | 0015 211-07454 3201.900 m3 | 20.00000 64038.00| 14.00000 44826.60| 15.00000 48028.50 STRUCTURE BACKFILL | | | 0016 215-06458 18480.000 m3 | 11.38000 210302.40| 7.85000 145068.00| 8.50000 157080.00 SUBGRADE, MODIFIED | | | 0017 303-01180 11268.000 Mg | 12.95000 145920.60| 10.50000 118314.00| 13.75000 154935.00 COMPACTED AGGREGATE, 53 | | | 0018 303-04853 300.000 Mg | 24.80000 7440.00| 41.00000 12300.00| 36.25000 10875.00 COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | (NO. 12) | | | 0019 303-04853 51.000 Mg | 24.80000 1264.80| 43.00000 2193.00| 36.25000 1848.75 COMPACTED AGGREGATE , CRUSHED | | | LIMESTONE(NO. 12) | | | 0020 304-06464 11550.000 m3 | 36.85000 425617.50| 28.00000 323400.00| 36.10000 416955.00 SUBBASE FOR PCCP | | | 0021 304-07491 217.000 Mg | 65.00000 14105.00| 70.00000 15190.00| 84.00000 18228.00 HMA PATCHING, TYPE C | | | 0022 305-07469 44.000 m2 | 100.00000 4400.00| 125.00000 5500.00| 200.00000 8800.00 PCC BASE PATCHING, 325 mm | | | 0023 401-07332 28.000 Mg | 60.00000 1680.00| 75.00000 2100.00| 61.65000 1726.20 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0024 401-07332 569.000 Mg | 52.50000 29872.50| 55.00000 31295.00| 61.65000 35078.85 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm (NO. | | | 12) | | | 0025 401-07335 1523.500 Mg | 69.00000 105121.50| 63.00000 95980.50| 54.70000 83335.45 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0026 401-07401 1431.000 Mg | 35.00000 50085.00| 39.00000 55809.00| 40.60000 58098.60 QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07405 4603.500 Mg | 34.00000 156519.00| 39.00000 179536.50| 33.80000 155598.30 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07409 4005.000 Mg | 28.00000 112140.00| 37.00000 148185.00| 34.45000 137972.25 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0029 401-07429 348.000 Mg | 41.00000 14268.00| 55.00000 19140.00| 62.50000 21750.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0030 402-07453 1005.000 Mg | 53.85000 54119.25| 73.00000 73365.00| 78.00000 78390.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 404-05511 13350.000 m2 | 1.50000 20025.00| 0.50000 6675.00| 1.65000 22027.50 SEAL COAT, 2 | | | 0032 405-05518 13350.000 m2 | 0.45000 6007.50| 1.20000 16020.00| 0.28000 3738.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 406-05521 63748.000 m2 | 0.04000 2549.92| 0.10000 6374.80| 0.05000 3187.40 ASPHALT FOR TACK COAT | | | 0034 501-06324 46200.000 m2 | 32.65000 1508430.00| 39.00000 1801800.00| 40.00000 1848000.00 QC/QA-PCCP, 325 mm | | | 0035 503-03489 22.000 EACH| 20.00000 440.00| 25.00000 550.00| 63.35000 1393.70 RETROFITTED TIE BARS | | | 0036 503-05240 8495.000 m | 16.50000 140167.50| 21.00000 178395.00| 20.85000 177120.75 D-1 CONTRACTION JOINT | | | 0037 503-05310 51.900 m | 318.55000 16532.75| 276.00000 14324.40| 350.00000 18165.00 TERMINAL JOINT | | | 0038 601-06238 1.000 EACH| 36120.00000 36120.00| 34400.00000 34400.00| 34400.00000 34400.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0039 601-95434 82.000 m | 209.00000 17138.00| 199.00000 16318.00| 199.00000 16318.00 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0040 603-03398 1212.000 m | 26.75000 32421.00| 27.00000 32724.00| 25.50000 30906.00 FENCE, RELOCATE | | | 0041 604-06069 118.400 m2 | 161.45000 19115.68| 120.00000 14208.00| 112.50000 13320.00 CURB RAMP, CONCRETE , MODIFIED | | | 0042 604-06069 12.600 m2 | 59.00000 743.40| 142.00000 1789.20| 140.00000 1764.00 CURB RAMP, CONCRETE , TYPE 'F' | | | 0043 604-91531 50.000 m2 | 67.70000 3385.00| 99.00000 4950.00| 75.00000 3750.00 SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06090 1450.000 m | 35.45000 51402.50| 21.00000 30450.00| 23.60000 34220.00 CURB, INTEGRAL, CONCRETE | | | 0045 605-06120 1320.000 m | 25.00000 33000.00| 10.00000 13200.00| 32.95000 43494.00 CURB, CONCRETE | | | 0046 605-06250 900.000 m2 | 60.40000 54360.00| 85.00000 76500.00| 85.00000 76500.00 CENTER CURB, C, CONCRETE | | | 0047 605-06255 88.000 m2 | 65.80000 5790.40| 72.00000 6336.00| 71.40000 6283.20 CENTER CURB, D, CONCRETE | | | 0048 605-06270 57.200 m2 | 65.80000 3763.76| 95.00000 5434.00| 94.25000 5391.10 CENTER CURB, C, CONCRETE, MODIFIED | | | 0049 605-95635 24.000 m | 77.80000 1867.20| 99.00000 2376.00| 75.30000 1807.20 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0050 610-06261 336.600 m2 | 63.35000 21323.61| 60.00000 20196.00| 75.00000 25245.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0051 610-07486 37.000 Mg | 94.00000 3478.00| 70.00000 2590.00| 84.95000 3143.15 HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 845.000 m2 | 39.95000 33757.75| 38.00000 32110.00| 37.70000 31856.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 611-95728 2036.000 m2 | 46.10000 93859.60| 40.00000 81440.00| 39.00000 79404.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0054 616-02320 570.000 m2 | 1.20000 684.00| 1.00000 570.00| 2.00000 1140.00 GEOTEXTILES | | | 0055 616-06405 192.400 Mg | 38.00000 7311.20| 25.00000 4810.00| 44.00000 8465.60 RIPRAP, REVETMENT | | | 0056 616-93019 202.000 m2 | 34.50000 6969.00| 55.00000 11110.00| 72.00000 14544.00 RIPRAP, GROUTED, 450 mm | | | 0057 621-01004 3.000 EACH| 450.00000 1350.00| 450.00000 1350.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02363 42090.000 m2 | 0.30000 12627.00| 0.35000 14731.50| 0.24000 10101.60 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0059 621-06560 88980.000 m2 | 0.42000 37371.60| 0.50000 44490.00| 0.28000 24914.40 MULCHED SEEDING, U | | | 0060 621-06575 3783.000 m2 | 5.15000 19482.45| 4.50000 17023.50| 3.40000 12862.20 SODDING, NURSERY | | | 0061 702-51863 203.000 EACH| 12.00000 2436.00| 12.00000 2436.00| 8.50000 1725.50 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51032 4868.000 kg | 2.20000 10709.60| 1.50000 7302.00| 1.25000 6085.00 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 26.000 EACH| 7.00000 182.00| 25.00000 650.00| 13.00000 338.00 THREADED BAR SPLICE, EPOXY COATED | | | 0064 712-04131 LUMP| 382000.00000 382000.00| 425000.00000 425000.00| 295000.00000 295000.00 STRUCTURE , SIPHON | | | 0065 714-04802 206.000 m2 | 390.00000 80340.00| 130.00000 26780.00| 260.00000 53560.00 CONCRETE MODULAR BLOCK WALL | | | 0066 715-05021 31.200 m | 81.00000 2527.20| 51.00000 1591.20| 87.00000 2714.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0067 715-05048 4439.000 m | 8.60000 38175.40| 7.00000 31073.00| 8.45000 37509.55 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 361.000 m | 36.25000 13086.25| 54.00000 19494.00| 43.55000 15721.55 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05149 87.100 m | 181.00000 15765.10| 145.00000 12629.50| 125.00000 10887.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 129.300 m | 102.00000 13188.60| 75.00000 9697.50| 85.00000 10990.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 46.700 m | 100.00000 4670.00| 82.00000 3829.40| 72.00000 3362.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05164 48.200 m | 576.00000 27763.20| 645.00000 31089.00| 865.00000 41693.00 PIPE, TYPE 2, CIRCULAR, 1650 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05166 829.200 m | 762.50000 632265.00| 745.00000 617754.00| 820.00000 679944.00 PIPE, TYPE 2, CIRCULAR, 1950 mm | | | 0074 715-05203 2230.000 m | 7.35000 16390.50| 6.00000 13380.00| 7.65000 17059.50 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0075 715-05422 69.100 m | 171.65000 11861.02| 163.00000 11263.30| 225.00000 15547.50 PIPE, SLOTTED DRAIN, 300 mm | | | 0076 715-05597 3.000 m | 441.00000 1323.00| 250.00000 750.00| 385.00000 1155.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0077 715-05998 26.000 m | 59.70000 1552.20| 46.00000 1196.00| 75.00000 1950.00 PIPE, TYPE 3, CIRCULAR, 200 mm | | | 0078 715-06358 1.000 EACH| 2600.00000 2600.00| 2000.00000 2000.00| 1500.00000 1500.00 CONCRETE ANCHOR, 1950 mm | | | 0079 715-46005 2.000 EACH| 350.00000 700.00| 210.00000 420.00| 540.00000 1080.00 PIPE END SECTION, 375 mm | | | 0080 715-46020 1.000 EACH| 455.00000 455.00| 310.00000 310.00| 650.00000 650.00 PIPE END SECTION, 600 mm | | | 0081 715-90836 6.000 EACH| 285.00000 1710.00| 200.00000 1200.00| 260.00000 1560.00 PIPE END SECTION, 200 mm | | | 0082 718-06528 37.000 EACH| 500.00000 18500.00| 750.00000 27750.00| 700.00000 25900.00 OUTLET PROTECTOR, 1 | | | 0083 718-06529 1.000 EACH| 475.00000 475.00| 750.00000 750.00| 700.00000 700.00 OUTLET PROTECTOR, 2 | | | 0084 718-52610 1002.900 m3 | 23.00000 23066.70| 28.00000 28081.20| 32.50000 32594.25 AGGREGATE FOR UNDERDRAINS | | | 0085 718-52610 71.900 m3 | 25.90000 1862.21| 34.00000 2444.60| 46.50000 3343.35 AGGREGATE FOR UNDERDRAINS , NO. 9 | | | 0086 718-99153 12777.900 m2 | 1.40000 17889.06| 1.10000 14055.69| 1.00000 12777.90 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-01894 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 950.00000 1900.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0088 720-44000 100.000 EACH| 325.00000 32500.00| 325.00000 32500.00| 585.00000 58500.00 CASTING, ADJUST TO GRADE | | | 0089 720-44296 3.000 EACH| 300.00000 900.00| 500.00000 1500.00| 515.00000 1545.00 CAP INLET | | | 0090 720-45030 1.000 EACH| 1050.00000 1050.00| 1600.00000 1600.00| 1300.00000 1300.00 INLET, E7 | | | 0091 720-45035 1.000 EACH| 1100.00000 1100.00| 1800.00000 1800.00| 1300.00000 1300.00 INLET, F7 | | | 0092 720-45045 1.000 EACH| 1300.00000 1300.00| 1900.00000 1900.00| 1500.00000 1500.00 INLET, J10 | | | 0093 720-45055 1.000 EACH| 1350.00000 1350.00| 1700.00000 1700.00| 1500.00000 1500.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-45075 1.000 EACH| 2000.00000 2000.00| 2200.00000 2200.00| 1600.00000 1600.00 INLET, R13 | | | 0095 720-45405 1.000 EACH| 1600.00000 1600.00| 2300.00000 2300.00| 1900.00000 1900.00 MANHOLE, B4 | | | 0096 720-45410 2.000 EACH| 1600.00000 3200.00| 2400.00000 4800.00| 2000.00000 4000.00 MANHOLE, C4 | | | 0097 720-91110 7.000 EACH| 10300.00000 72100.00| 12000.00000 84000.00| 9200.00000 64400.00 MANHOLE, N4 | | | 0098 720-93411 1.000 EACH| 2000.00000 2000.00| 2200.00000 2200.00| 2100.00000 2100.00 INLET, C15, MODIFIED | | | 0099 720-95335 1.000 EACH| 7800.00000 7800.00| 11000.00000 11000.00| 9200.00000 9200.00 MANHOLE, M4 | | | 0100 720-98174 10.000 EACH| 1575.00000 15750.00| 2000.00000 20000.00| 1900.00000 19000.00 INLET, B15 | | | 0101 720-98555 1.000 EACH| 1600.00000 1600.00| 2200.00000 2200.00| 1900.00000 1900.00 INLET, C15 | | | 0102 720-99303 1.000 EACH| 1200.00000 1200.00| 500.00000 500.00| 755.00000 755.00 CLEANOUT PROTECTORS | | | 0103 720-99417 1.000 EACH| 2000.00000 2000.00| 3400.00000 3400.00| 1800.00000 1800.00 CATCH BASIN, C15 | | | 0104 801-01504 20.000 EACH| 20.00000 400.00| 20.00000 400.00| 56.50000 1130.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0105 801-01505 10.000 EACH| 25.00000 250.00| 25.00000 250.00| 10.25000 102.50 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0106 801-06203 6500.000 m | 0.50000 3250.00| 0.50000 3250.00| 0.45000 2925.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0107 801-06207 13300.000 m | 1.80000 23940.00| 2.80000 37240.00| 2.85000 37905.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0108 801-06211 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| 77.00000 1540.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0109 801-06212 10.000 EACH| 75.00000 750.00| 75.00000 750.00| 77.00000 770.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0111 801-06640 59.000 EACH| 50.00000 2950.00| 50.00000 2950.00| 51.00000 3009.00 CONSTRUCTION SIGN, A | | | 0112 801-06645 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 51.00000 408.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-06710 1800.000 DAY | 1.00000 1800.00| 1.00000 1800.00| 1.00000 1800.00 FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 81000.00000 81000.00| 144499.66000 144499.66| 113000.00000 113000.00 MAINTAINING TRAFFIC | | | 0115 801-09133 2.000 EACH| 5000.00000 10000.00| 4500.00000 9000.00| 4500.00000 9000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-05701 167.300 m | 32.00000 5353.60| 32.00000 5353.60| 32.00000 5353.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-76025 19.610 m2 | 180.00000 3529.80| 180.00000 3529.80| 180.00000 3529.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0118 802-76035 20.830 m2 | 180.00000 3749.40| 180.00000 3749.40| 180.00000 3749.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0119 802-76045 13.020 m2 | 190.00000 2473.80| 190.00000 2473.80| 190.00000 2473.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0120 805-01815 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0121 805-01836 4810.000 m | 2.40000 11544.00| 2.40000 11544.00| 2.40000 11544.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0122 805-01842 15.000 EACH| 632.00000 9480.00| 632.00000 9480.00| 632.00000 9480.00 HANDHOLE, SIGNAL | | | 0123 805-01843 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 75.00000 225.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0124 805-02087 LUMP| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-02152 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0126 805-03162 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0127 805-06592 1372.000 m | 28.00000 38416.00| 28.00000 38416.00| 28.00000 38416.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-06600 5.000 m | 24.00000 120.00| 24.00000 120.00| 24.00000 120.00 CONDUIT, PVC, 75 mm | | | 0129 805-78109 6.000 EACH| 10000.00000 60000.00| 10000.00000 60000.00| 10000.00000 60000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-78205 26.000 EACH| 625.00000 16250.00| 625.00000 16250.00| 625.00000 16250.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0131 805-78215 1.000 EACH| 580.00000 580.00| 580.00000 580.00| 580.00000 580.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0132 805-78230 4.000 EACH| 1020.00000 4080.00| 1020.00000 4080.00| 1020.00000 4080.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0133 805-78415 11.000 EACH| 1080.00000 11880.00| 1080.00000 11880.00| 1080.00000 11880.00 SPAN, CATENARY, AND TETHER | | | 0134 805-78420 19.000 EACH| 190.00000 3610.00| 190.00000 3610.00| 190.00000 3610.00 DISCONNECT HANGER | | | 0135 805-78445 3.000 EACH| 435.00000 1305.00| 435.00000 1305.00| 435.00000 1305.00 SIGNAL SERVICE | | | 0136 805-78465 89.000 m | 4.00000 356.00| 4.00000 356.00| 4.00000 356.00 SIGNAL CABLE, 2C 8GA. | | | 0137 805-78480 525.500 m | 2.60000 1366.30| 2.60000 1366.30| 2.60000 1366.30 SIGNAL CABLE, 3C 14GA. | | | 0138 805-78485 844.500 m | 3.00000 2533.50| 3.00000 2533.50| 3.00000 2533.50 SIGNAL CABLE, 5C 14GA. | | | 0139 805-78490 265.000 m | 3.20000 848.00| 3.20000 848.00| 3.20000 848.00 SIGNAL CABLE, 7C 14GA. | | | 0140 805-78500 587.000 m | 4.00000 2348.00| 4.00000 2348.00| 4.00000 2348.00 SIGNAL CABLE, 11C 14GA. | | | 0141 805-78746 686.000 m | 28.00000 19208.00| 28.00000 19208.00| 28.00000 19208.00 PREFORMED LOOP DETECTORS | | | 0142 805-78785 9.000 EACH| 570.00000 5130.00| 570.00000 5130.00| 570.00000 5130.00 SIGNAL DETECTOR HOUSING | | | 0143 805-78795 874.000 m | 22.00000 19228.00| 22.00000 19228.00| 22.00000 19228.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0144 805-78900 3.000 EACH| 455.00000 1365.00| 455.00000 1365.00| 455.00000 1365.00 PEDESTAL FOUNDATION, A | | | 0145 805-78925 1.000 EACH| 820.00000 820.00| 820.00000 820.00| 820.00000 820.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0146 805-81060 4.000 EACH| 2880.00000 11520.00| 2880.00000 11520.00| 2880.00000 11520.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0147 805-86900 5.000 EACH| 580.00000 2900.00| 580.00000 2900.00| 580.00000 2900.00 JUNCTION BOX | | | 0148 805-90005 3.000 EACH| 360.00000 1080.00| 360.00000 1080.00| 360.00000 1080.00 SIGNAL PEDESTAL, 3.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 805-92504 27.000 EACH| 248.00000 6696.00| 248.00000 6696.00| 248.00000 6696.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0150 805-96121 11.000 EACH| 100.00000 1100.00| 100.00000 1100.00| 100.00000 1100.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0151 805-97114 24.000 m | 7.50000 180.00| 7.50000 180.00| 7.50000 180.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0152 805-97505 1.000 EACH| 940.00000 940.00| 940.00000 940.00| 940.00000 940.00 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0153 808-03002 982.000 m | 1.60000 1571.20| 1.85000 1816.70| 1.85000 1816.70 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0154 808-03631 5131.000 m | 1.60000 8209.60| 1.85000 9492.35| 1.85000 9492.35 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0155 808-03632 435.000 m | 1.60000 696.00| 1.85000 804.75| 1.85000 804.75 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0156 808-06701 561.000 m | 1.00000 561.00| 1.10000 617.10| 1.10000 617.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0157 808-06703 3359.000 m | 1.00000 3359.00| 1.10000 3694.90| 1.10000 3694.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0158 808-06714 2189.000 m | 0.40000 875.60| 0.55000 1203.95| 0.55000 1203.95 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0159 808-74805 185.000 m | 30.00000 5550.00| 24.00000 4440.00| 24.00000 4440.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0160 808-75272 502.000 m | 13.50000 6777.00| 3.00000 1506.00| 3.00000 1506.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0161 808-75297 91.000 m | 16.50000 1501.50| 9.00000 819.00| 9.00000 819.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0162 808-75320 59.000 EACH| 55.00000 3245.00| 55.00000 3245.00| 55.00000 3245.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 31.000 EACH| 70.00000 2170.00| 80.00000 2480.00| 80.00000 2480.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75340 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 300.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0165 808-75998 333.000 EACH| 24.15000 8041.95| 22.00000 7326.00| 22.00000 7326.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 808-95933 6300.000 m | 0.50000 3150.00| 1.00000 6300.00| 1.00000 6300.00 CURB PAINTING, YELLOW | | | 0167 601-99105 878.205 m | 29.72000 26100.25| 28.30000 24853.20| 29.00000 25467.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0168 601-01522 5.000 EACH| 1233.75000 6168.75| 1175.00000 5875.00| 1175.00000 5875.00 GUARDRAIL TRANSITION TYPE TGB | | | 0169 601-94689 3.000 EACH| 1968.75000 5906.25| 1875.00000 5625.00| 1875.00000 5625.00 GUARDRAIL END TREATMENT, OS | | | 0170 601-02625 1.000 EACH| 1260.00000 1260.00| 1200.00000 1200.00| 1200.00000 1200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0171 202-02241 620.000 m | 5.51000 3416.20| 8.00000 4960.00| 5.40000 3348.00 GUARDRAIL, REMOVE | | | 0172 801-07119 57.600 m | 30.00000 1728.00| 30.00000 1728.00| 30.50000 1756.80 BARRICADE, III-B | | | SECTION TOTALS | $ 6,660,766.35| $ 6,925,000.00| $ 6,978,516.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,660,766.35| $ 6,925,000.00| $ 6,978,516.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER, CURB, AND GUTTER CONSTRUCTION | | | 0001 105-06845 LUMP| 62900.00000 62900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 362800.00000 362800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 145000.00000 145000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 46200.000 m2 | 5.90000 272580.00| | PAVEMENT, REMOVE | | | 0006 202-04089 19.000 EACH| 20.00000 380.00| | SIGN, SHEET, REMOVE | | | 0007 202-60820 27900.000 m2 | 0.90000 25110.00| | SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 6000.00000 6000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-96133 22.200 m | 300.00000 6660.00| | PIPE, REMOVE | | | 0010 203-02000 13146.000 m3 | 43.00000 565278.00| | EXCAVATION, COMMON | | | 0011 205-06931 35.400 Mg | 71.00000 2513.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 11.000 EACH| 60.00000 660.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 3757.000 m | 5.30000 19912.10| | TEMPORARY SILT FENCE | | | 0014 210-07317 1.000 EACH| 75200.00000 75200.00| | CHECK VALVES , ELASTOMERIC(DUCKBILL) | | | 0015 211-07454 3201.900 m3 | 22.65000 72523.04| | STRUCTURE BACKFILL | | | 0016 215-06458 18480.000 m3 | 8.00000 147840.00| | SUBGRADE, MODIFIED | | | 0017 303-01180 11268.000 Mg | 13.00000 146484.00| | COMPACTED AGGREGATE, 53 | | | 0018 303-04853 300.000 Mg | 25.00000 7500.00| | COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | (NO. 12) | | | 0019 303-04853 51.000 Mg | 25.00000 1275.00| | COMPACTED AGGREGATE , CRUSHED | | | LIMESTONE(NO. 12) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 304-06464 11550.000 m3 | 29.00000 334950.00| | SUBBASE FOR PCCP | | | 0021 304-07491 217.000 Mg | 65.00000 14105.00| | HMA PATCHING, TYPE C | | | 0022 305-07469 44.000 m2 | 115.00000 5060.00| | PCC BASE PATCHING, 325 mm | | | 0023 401-07332 28.000 Mg | 60.00000 1680.00| | QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0024 401-07332 569.000 Mg | 55.00000 31295.00| | QC/QA-HMA, 1, 76, SURFACE, 9.5 mm (NO. | | | 12) | | | 0025 401-07335 1523.500 Mg | 78.00000 118833.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0026 401-07401 1431.000 Mg | 35.50000 50800.50| | QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07405 4603.500 Mg | 34.50000 158820.75| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07409 4005.000 Mg | 28.00000 112140.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0029 401-07429 348.000 Mg | 41.00000 14268.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0030 402-07453 1005.000 Mg | 89.00000 89445.00| | HMA FOR TEMPORARY PAVEMENT | | | 0031 404-05511 13350.000 m2 | 1.50000 20025.00| | SEAL COAT, 2 | | | 0032 405-05518 13350.000 m2 | 0.50000 6675.00| | ASPHALT FOR PRIME COAT | | | 0033 406-05521 63748.000 m2 | 0.04000 2549.92| | ASPHALT FOR TACK COAT | | | 0034 501-06324 46200.000 m2 | 37.00000 1709400.00| | QC/QA-PCCP, 325 mm | | | 0035 503-03489 22.000 EACH| 6.00000 132.00| | RETROFITTED TIE BARS | | | 0036 503-05240 8495.000 m | 29.00000 246355.00| | D-1 CONTRACTION JOINT | | | 0037 503-05310 51.900 m | 220.00000 11418.00| | TERMINAL JOINT | | | 0038 601-06238 1.000 EACH| 34400.00000 34400.00| | IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0039 601-95434 82.000 m | 200.00000 16400.00| | HANDRAIL, STEEL PIPE, 37.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 603-03398 1212.000 m | 25.50000 30906.00| | FENCE, RELOCATE | | | 0041 604-06069 118.400 m2 | 76.00000 8998.40| | CURB RAMP, CONCRETE , MODIFIED | | | 0042 604-06069 12.600 m2 | 76.00000 957.60| | CURB RAMP, CONCRETE , TYPE 'F' | | | 0043 604-91531 50.000 m2 | 76.00000 3800.00| | SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06090 1450.000 m | 21.00000 30450.00| | CURB, INTEGRAL, CONCRETE | | | 0045 605-06120 1320.000 m | 25.00000 33000.00| | CURB, CONCRETE | | | 0046 605-06250 900.000 m2 | 85.00000 76500.00| | CENTER CURB, C, CONCRETE | | | 0047 605-06255 88.000 m2 | 82.00000 7216.00| | CENTER CURB, D, CONCRETE | | | 0048 605-06270 57.200 m2 | 138.00000 7893.60| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0049 605-95635 24.000 m | 160.00000 3840.00| | CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0050 610-06261 336.600 m2 | 52.00000 17503.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0051 610-07486 37.000 Mg | 94.00000 3478.00| | HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 845.000 m2 | 36.00000 30420.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0053 611-95728 2036.000 m2 | 37.00000 75332.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0054 616-02320 570.000 m2 | 4.70000 2679.00| | GEOTEXTILES | | | 0055 616-06405 192.400 Mg | 33.00000 6349.20| | RIPRAP, REVETMENT | | | 0056 616-93019 202.000 m2 | 48.00000 9696.00| | RIPRAP, GROUTED, 450 mm | | | 0057 621-01004 3.000 EACH| 360.00000 1080.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02363 42090.000 m2 | 0.25000 10522.50| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06560 88980.000 m2 | 0.29000 25804.20| | MULCHED SEEDING, U | | | 0060 621-06575 3783.000 m2 | 3.50000 13240.50| | SODDING, NURSERY | | | 0061 702-51863 203.000 EACH| 4.80000 974.40| | FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51032 4868.000 kg | 1.70000 8275.60| | REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 26.000 EACH| 15.00000 390.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0064 712-04131 LUMP| 400000.00000 400000.00| | STRUCTURE , SIPHON | | | 0065 714-04802 206.000 m2 | 265.00000 54590.00| | CONCRETE MODULAR BLOCK WALL | | | 0066 715-05021 31.200 m | 115.00000 3588.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0067 715-05048 4439.000 m | 8.50000 37731.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 361.000 m | 44.00000 15884.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05149 87.100 m | 95.00000 8274.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 129.300 m | 105.00000 13576.50| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 46.700 m | 130.00000 6071.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05164 48.200 m | 390.00000 18798.00| | PIPE, TYPE 2, CIRCULAR, 1650 mm | | | 0073 715-05166 829.200 m | 525.00000 435330.00| | PIPE, TYPE 2, CIRCULAR, 1950 mm | | | 0074 715-05203 2230.000 m | 7.90000 17617.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0075 715-05422 69.100 m | 360.00000 24876.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0076 715-05597 3.000 m | 365.00000 1095.00| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0077 715-05998 26.000 m | 85.00000 2210.00| | PIPE, TYPE 3, CIRCULAR, 200 mm | | | 0078 715-06358 1.000 EACH| 1550.00000 1550.00| | CONCRETE ANCHOR, 1950 mm | | | 0079 715-46005 2.000 EACH| 650.00000 1300.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-46020 1.000 EACH| 850.00000 850.00| | PIPE END SECTION, 600 mm | | | 0081 715-90836 6.000 EACH| 220.00000 1320.00| | PIPE END SECTION, 200 mm | | | 0082 718-06528 37.000 EACH| 650.00000 24050.00| | OUTLET PROTECTOR, 1 | | | 0083 718-06529 1.000 EACH| 670.00000 670.00| | OUTLET PROTECTOR, 2 | | | 0084 718-52610 1002.900 m3 | 33.00000 33095.70| | AGGREGATE FOR UNDERDRAINS | | | 0085 718-52610 71.900 m3 | 47.00000 3379.30| | AGGREGATE FOR UNDERDRAINS , NO. 9 | | | 0086 718-99153 12777.900 m2 | 1.00000 12777.90| | GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-01894 2.000 EACH| 820.00000 1640.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0088 720-44000 100.000 EACH| 480.00000 48000.00| | CASTING, ADJUST TO GRADE | | | 0089 720-44296 3.000 EACH| 420.00000 1260.00| | CAP INLET | | | 0090 720-45030 1.000 EACH| 1655.00000 1655.00| | INLET, E7 | | | 0091 720-45035 1.000 EACH| 1655.00000 1655.00| | INLET, F7 | | | 0092 720-45045 1.000 EACH| 1815.00000 1815.00| | INLET, J10 | | | 0093 720-45055 1.000 EACH| 1815.00000 1815.00| | INLET, M10 | | | 0094 720-45075 1.000 EACH| 1855.00000 1855.00| | INLET, R13 | | | 0095 720-45405 1.000 EACH| 2880.00000 2880.00| | MANHOLE, B4 | | | 0096 720-45410 2.000 EACH| 2950.00000 5900.00| | MANHOLE, C4 | | | 0097 720-91110 7.000 EACH| 27250.00000 190750.00| | MANHOLE, N4 | | | 0098 720-93411 1.000 EACH| 2295.00000 2295.00| | INLET, C15, MODIFIED | | | 0099 720-95335 1.000 EACH| 12400.00000 12400.00| | MANHOLE, M4 | | | 0100 720-98174 10.000 EACH| 2295.00000 22950.00| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 720-98555 1.000 EACH| 2295.00000 2295.00| | INLET, C15 | | | 0102 720-99303 1.000 EACH| 755.00000 755.00| | CLEANOUT PROTECTORS | | | 0103 720-99417 1.000 EACH| 3175.00000 3175.00| | CATCH BASIN, C15 | | | 0104 801-01504 20.000 EACH| 20.00000 400.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0105 801-01505 10.000 EACH| 25.00000 250.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0106 801-06203 6500.000 m | 0.50000 3250.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0107 801-06207 13300.000 m | 2.80000 37240.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0108 801-06211 20.000 EACH| 75.00000 1500.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0109 801-06212 10.000 EACH| 75.00000 750.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0111 801-06640 59.000 EACH| 50.00000 2950.00| | CONSTRUCTION SIGN, A | | | 0112 801-06645 8.000 EACH| 50.00000 400.00| | CONSTRUCTION SIGN, B | | | 0113 801-06710 1800.000 DAY | 10.00000 18000.00| | FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 84400.00000 84400.00| | MAINTAINING TRAFFIC | | | 0115 801-09133 2.000 EACH| 4650.00000 9300.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-05701 167.300 m | 32.00000 5353.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-76025 19.610 m2 | 180.00000 3529.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0118 802-76035 20.830 m2 | 180.00000 3749.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 802-76045 13.020 m2 | 190.00000 2473.80| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0120 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0121 805-01836 4810.000 m | 2.40000 11544.00| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0122 805-01842 15.000 EACH| 650.00000 9750.00| | HANDHOLE, SIGNAL | | | 0123 805-01843 3.000 EACH| 75.00000 225.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0124 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-02152 8.000 EACH| 400.00000 3200.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0126 805-03162 LUMP| 1.00000 1.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0127 805-06592 1372.000 m | 28.00000 38416.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-06600 5.000 m | 24.00000 120.00| | CONDUIT, PVC, 75 mm | | | 0129 805-78109 6.000 EACH| 10000.00000 60000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0130 805-78205 26.000 EACH| 625.00000 16250.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0131 805-78215 1.000 EACH| 580.00000 580.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0132 805-78230 4.000 EACH| 1020.00000 4080.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0133 805-78415 11.000 EACH| 1080.00000 11880.00| | SPAN, CATENARY, AND TETHER | | | 0134 805-78420 19.000 EACH| 190.00000 3610.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78445 3.000 EACH| 435.00000 1305.00| | SIGNAL SERVICE | | | 0136 805-78465 89.000 m | 4.00000 356.00| | SIGNAL CABLE, 2C 8GA. | | | 0137 805-78480 525.500 m | 2.60000 1366.30| | SIGNAL CABLE, 3C 14GA. | | | 0138 805-78485 844.500 m | 3.00000 2533.50| | SIGNAL CABLE, 5C 14GA. | | | 0139 805-78490 265.000 m | 3.20000 848.00| | SIGNAL CABLE, 7C 14GA. | | | 0140 805-78500 587.000 m | 4.00000 2348.00| | SIGNAL CABLE, 11C 14GA. | | | 0141 805-78746 686.000 m | 28.00000 19208.00| | PREFORMED LOOP DETECTORS | | | 0142 805-78785 9.000 EACH| 570.00000 5130.00| | SIGNAL DETECTOR HOUSING | | | 0143 805-78795 874.000 m | 22.00000 19228.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0144 805-78900 3.000 EACH| 455.00000 1365.00| | PEDESTAL FOUNDATION, A | | | 0145 805-78925 1.000 EACH| 820.00000 820.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0146 805-81060 4.000 EACH| 2880.00000 11520.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0147 805-86900 5.000 EACH| 580.00000 2900.00| | JUNCTION BOX | | | 0148 805-90005 3.000 EACH| 360.00000 1080.00| | SIGNAL PEDESTAL, 3.0 m | | | 0149 805-92504 27.000 EACH| 248.00000 6696.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0150 805-96121 11.000 EACH| 100.00000 1100.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0151 805-97114 24.000 m | 7.50000 180.00| | CABLE, INTERCONNECT, 6 PAIR 19 | | | 0152 805-97505 1.000 EACH| 940.00000 940.00| | MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0153 808-03002 982.000 m | 1.85000 1816.70| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0154 808-03631 5131.000 m | 1.85000 9492.35| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0155 808-03632 435.000 m | 1.85000 804.75| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 808-06701 561.000 m | 1.10000 617.10| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0157 808-06703 3359.000 m | 1.10000 3694.90| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0158 808-06714 2189.000 m | 0.55000 1203.95| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0159 808-74805 185.000 m | 24.00000 4440.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0160 808-75272 502.000 m | 3.00000 1506.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0161 808-75297 91.000 m | 9.00000 819.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0162 808-75320 59.000 EACH| 55.00000 3245.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 31.000 EACH| 80.00000 2480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75340 2.000 EACH| 300.00000 600.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0165 808-75998 333.000 EACH| 23.00000 7659.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0166 808-95933 6300.000 m | 1.00000 6300.00| | CURB PAINTING, YELLOW | | | 0167 601-99105 878.205 m | 28.30000 24853.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0168 601-01522 5.000 EACH| 1175.00000 5875.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0169 601-94689 3.000 EACH| 1875.00000 5625.00| | GUARDRAIL END TREATMENT, OS | | | 0170 601-02625 1.000 EACH| 1200.00000 1200.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0171 202-02241 620.000 m | 5.25000 3255.00| | GUARDRAIL, REMOVE | | | 0172 801-07119 57.600 m | 30.00000 1728.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 200 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,793,101.82 ROUTE : CALL ORDER : 200 CONTRACT ID : R -26564-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,257,344.66| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,257,344.66| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B053001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 6,716,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 7,059,555.30 105.1154% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,095,940.30 105.6572% 4 31-4351261 SHELLY & SANDS, INC. $ 7,862,139.31 117.0658% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 100000.00000 100000.00| 81000.00000 81000.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 10.000 MOS | 2500.00000 25000.00| 2500.00000 25000.00| 4270.00000 42700.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 175000.00000 175000.00| 324000.00000 324000.00| 340800.00000 340800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 60381.24000 60381.24| 48180.00000 48180.00| 4160.99000 4160.99 CLEARING AND GRUBBING | | | 0005 202-02241 80.000 m | 13.00000 1040.00| 12.25000 980.00| 12.50000 1000.00 GUARDRAIL, REMOVE | | | 0006 202-02273 2157.000 m2 | 16.00000 34512.00| 11.74000 25323.18| 5.70000 12294.90 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-60820 200000.000 m2 | 0.95000 190000.00| 2.05000 410000.00| 1.48000 296000.00 SURFACE MILLING, ASPHALT | | | 0008 202-74090 LUMP| 6300.00000 6300.00| 6000.00000 6000.00| 6122.40000 6122.40 OVERHEAD SIGN STRUCTURE, REMOVE | | | 0009 202-78515 LUMP| 4300.00000 4300.00| 4050.00000 4050.00| 4132.62000 4132.62 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 10.000 EACH| 560.00000 5600.00| 604.00000 6040.00| 336.73000 3367.30 INLET, REMOVE | | | 0011 202-93741 6.000 EACH| 140.00000 840.00| 135.00000 810.00| 137.75000 826.50 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-94749 100.000 m | 10.00000 1000.00| 14.75000 1475.00| 8.55000 855.00 CURB, ASPHALT, REMOVE | | | 0013 203-02000 4686.000 m3 | 54.00000 253044.00| 26.92000 126147.12| 55.97000 262275.42 EXCAVATION, COMMON | | | 0014 205-06933 62.000 EACH| 53.00000 3286.00| 65.00000 4030.00| 66.33000 4112.46 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 2105.000 m | 4.50000 9472.50| 4.90000 10314.50| 5.00000 10525.00 TEMPORARY SILT FENCE | | | 0016 211-07454 1118.000 m3 | 20.00000 22360.00| 29.21000 32656.78| 17.89000 20001.02 STRUCTURE BACKFILL | | | 0017 301-07448 3905.000 Mg | 20.00000 78100.00| 21.40000 83567.00| 27.85000 108754.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 305-07464 1000.000 m2 | 100.00000 100000.00| 90.00000 90000.00| 97.00000 97000.00 PCC BASE PATCHING, 225 mm | | | 0019 401-06264 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0020 401-07335 26428.000 Mg | 47.00000 1242116.00| 45.00000 1189260.00| 50.00000 1321400.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0021 401-07404 63599.000 Mg | 34.00000 2162366.00| 34.00000 2162366.00| 36.00000 2289564.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07419 6433.000 Mg | 47.00000 302351.00| 46.00000 295918.00| 39.00000 250887.00 QC/QA-HMA, 4, 76, BASE, 25.0 mm | | | 0024 406-05520 145.600 Mg | 200.00000 29120.00| 200.00000 29120.00| 242.25000 35271.60 ASPHALT FOR TACK COAT | | | 0027 601-01625 2.000 EACH| 1200.00000 2400.00| 1190.00000 2380.00| 1214.28000 2428.56 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-06035 352.000 m | 22.00000 7744.00| 21.15000 7444.80| 21.58000 7596.16 GUARDRAIL, RESET | | | 0030 601-94689 6.000 EACH| 2000.00000 12000.00| 1910.00000 11460.00| 1948.96000 11693.76 GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 3.000 EACH| 790.00000 2370.00| 750.00000 2250.00| 765.30000 2295.90 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 197.000 m | 30.00000 5910.00| 28.70000 5653.90| 29.29000 5770.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-06065 1150.000 m | 36.00000 41400.00| 34.00000 39100.00| 34.69000 39893.50 FENCE, CHAIN LINK, RESET | | | 0035 604-91531 2168.000 m2 | 30.00000 65040.00| 24.00000 52032.00| 27.44000 59489.92 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06120 2275.000 m | 36.00000 81900.00| 39.00000 88725.00| 39.80000 90545.00 CURB, CONCRETE | | | 0037 605-06121 359.000 m | 38.00000 13642.00| 41.00000 14719.00| 53.06000 19048.54 CURB, CONCRETE, B | | | 0038 605-06245 90.000 m2 | 110.00000 9900.00| 65.00000 5850.00| 71.43000 6428.70 CENTER CURB, B, CONCRETE | | | 0039 605-06250 185.000 m2 | 110.00000 20350.00| 73.00000 13505.00| 62.24000 11514.40 CENTER CURB, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 605-94082 37.000 EACH| 700.00000 25900.00| 550.00000 20350.00| 382.65000 14158.05 CURB TURNOUT, CONCRETE | | | 0041 610-07488 5495.000 Mg | 55.00000 302225.00| 63.00000 346185.00| 54.00000 296730.00 HMA FOR APPROACHES, TYPE C | | | 0042 611-52817 1.000 EACH| 24000.00000 24000.00| 44945.00000 44945.00| 13935.75000 13935.75 TEMPORARY CROSSOVER, B | | | 0043 615-06490 10.000 EACH| 110.00000 1100.00| 108.00000 1080.00| 255.10000 2551.00 RIGHT OF WAY MARKER | | | 0044 615-96388 36.000 EACH| 410.00000 14760.00| 390.00000 14040.00| 306.12000 11020.32 MONUMENT, DCAM CENTERLINE | | | 0045 616-06405 32.000 Mg | 71.00000 2272.00| 36.96000 1182.72| 52.04000 1665.28 RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH| 700.00000 700.00| 190.00000 190.00| 193.88000 193.88 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06567 75.000 kL | 0.56000 42.00| 0.55000 41.25| 0.56000 42.00 WATER | | | 0048 621-06574 4166.000 m2 | 4.00000 16664.00| 3.15000 13122.90| 3.21000 13372.86 SODDING | | | 0049 715-05146 2.000 m | 160.00000 320.00| 544.01000 1088.02| 343.53000 687.06 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0050 715-05149 4.000 m | 170.00000 680.00| 289.08000 1156.32| 172.25000 689.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-05151 1818.000 m | 120.00000 218160.00| 177.52000 322731.36| 125.01000 227268.18 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05168 19.000 m | 170.00000 3230.00| 235.42000 4472.98| 178.27000 3387.13 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0053 715-05596 2.000 m | 190.00000 380.00| 536.74000 1073.48| 797.65000 1595.30 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0054 715-05756 16.500 m | 170.00000 2805.00| 163.02000 2689.83| 197.14000 3252.81 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0055 715-46000 7.000 EACH| 280.00000 1960.00| 685.47000 4798.29| 379.53000 2656.71 PIPE END SECTION, 300 mm | | | 0056 715-46005 8.000 EACH| 300.00000 2400.00| 669.45000 5355.60| 399.54000 3196.32 PIPE END SECTION, 375 mm | | | 0057 715-46010 1.000 EACH| 340.00000 340.00| 871.71000 871.71| 433.81000 433.81 PIPE END SECTION, 450 mm | | | 0058 720-44000 12.000 EACH| 410.00000 4920.00| 587.00000 7044.00| 398.70000 4784.40 CASTING, ADJUST TO GRADE | | | 0059 720-44296 8.000 EACH| 500.00000 4000.00| 242.00000 1936.00| 510.34000 4082.72 CAP INLET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45010 37.000 EACH| 1500.00000 55500.00| 1861.45000 68873.65| 1035.43000 38310.91 INLET, A3 | | | 0061 720-45030 1.000 EACH| 1400.00000 1400.00| 1824.30000 1824.30| 940.20000 940.20 INLET, E7 | | | 0062 720-45045 9.000 EACH| 1600.00000 14400.00| 1768.92000 15920.28| 1141.61000 10274.49 INLET, J10 | | | 0063 720-45055 2.000 EACH| 1700.00000 3400.00| 1813.13000 3626.26| 1163.50000 2327.00 INLET, M10 | | | 0064 720-45410 4.000 EACH| 3000.00000 12000.00| 3212.54000 12850.16| 2320.12000 9280.48 MANHOLE, C4 | | | 0065 720-93409 1.000 EACH| 2000.00000 2000.00| 2322.46000 2322.46| 1495.22000 1495.22 INLET, B15, MODIFIED | | | 0066 720-93411 3.000 EACH| 2100.00000 6300.00| 2329.83000 6989.49| 1533.52000 4600.56 INLET, C15, MODIFIED | | | 0067 801-01093 5.000 EACH| 2600.00000 13000.00| 2500.00000 12500.00| 2551.00000 12755.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0068 801-01504 35.000 EACH| 21.00000 735.00| 20.00000 700.00| 20.41000 714.35 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0069 801-01505 35.000 EACH| 26.00000 910.00| 25.00000 875.00| 25.51000 892.85 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0070 801-01506 3.000 EACH| 260.00000 780.00| 250.00000 750.00| 255.10000 765.30 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0071 801-04308 1.000 EACH| 630.00000 630.00| 600.00000 600.00| 612.24000 612.24 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06197 35.000 EACH| 50.00000 1750.00| 19.50000 682.50| 20.41000 714.35 FLEXIBLE CHANNELIZER, PERMANENT | | | 0073 801-06203 26330.000 m | 0.42000 11058.60| 0.40000 10532.00| 0.41000 10795.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 62640.000 m | 2.70000 169128.00| 2.63000 164743.20| 2.68000 167875.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06207 67.000 m | 5.10000 341.70| 5.00000 335.00| 5.10000 341.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0076 801-06211 85.000 EACH| 46.00000 3910.00| 45.00000 3825.00| 45.92000 3903.20 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06212 83.000 EACH| 57.00000 4731.00| 55.00000 4565.00| 56.12000 4657.96 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0078 801-06213 6.000 EACH| 410.00000 2460.00| 400.00000 2400.00| 408.16000 2448.96 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0079 801-06216 249.000 m | 6.20000 1543.80| 6.00000 1494.00| 6.12000 1523.88 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0080 801-06218 1160.000 m | 21.00000 24360.00| 20.00000 23200.00| 20.41000 23675.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0081 801-06588 296.000 m | 5.25000 1554.00| 5.00000 1480.00| 5.10000 1509.60 TEMPORARY TRANSVERSE PAVEMENT MARKING , | | | REMOVABLE, 200 mm | | | 0082 801-06588 126.000 m | 8.40000 1058.40| 8.00000 1008.00| 8.16000 1028.16 TEMPORARY TRANSVERSE PAVEMENT MARKING , | | | REMOVABLE, 300 mm | | | 0083 801-06605 12.000 EACH| 250.00000 3000.00| 240.00000 2880.00| 244.90000 2938.80 BARRICADE, IIIA | | | 0084 801-06606 9.000 EACH| 260.00000 2340.00| 245.00000 2205.00| 250.00000 2250.00 BARRICADE, IIIB | | | 0085 801-06625 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 510.20000 510.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 71.000 EACH| 150.00000 10650.00| 140.00000 9940.00| 142.86000 10143.06 CONSTRUCTION SIGN, A | | | 0087 801-06645 1.000 EACH| 110.00000 110.00| 100.00000 100.00| 102.04000 102.04 CONSTRUCTION SIGN, B | | | 0088 801-06710 7.000 DAY | 60.00000 420.00| 50.00000 350.00| 75.00000 525.00 FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 80000.00000 80000.00| 153000.00000 153000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0090 802-76025 19.300 m2 | 180.00000 3474.00| 170.00000 3281.00| 173.47000 3347.97 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0091 802-76035 8.100 m2 | 190.00000 1539.00| 185.00000 1498.50| 188.77000 1529.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-99045 6.000 EACH| 29.00000 174.00| 28.00000 168.00| 28.57000 171.42 SIGN REMOUNTING ON SIGNAL SPAN | | | 0093 802-99058 4.000 EACH| 52.50000 210.00| 50.00000 200.00| 51.02000 204.08 SHEET SIGN, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 805-01815 10.000 EACH| 2000.00000 20000.00| 1950.00000 19500.00| 1989.78000 19897.80 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0095 805-01842 7.000 EACH| 650.00000 4550.00| 623.00000 4361.00| 635.71000 4449.97 HANDHOLE, SIGNAL | | | 0096 805-01843 23.000 EACH| 105.00000 2415.00| 100.00000 2300.00| 102.04000 2346.92 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0097 805-01893 LUMP| 3675.00000 3675.00| 3500.00000 3500.00| 3571.40000 3571.40 MAINTAINING TRAFFIC SIGNAL | | | 0098 805-02056 1.000 EACH| 1800.00000 1800.00| 1750.00000 1750.00| 1785.70000 1785.70 SPAN AND CATENARY FOR FLASHER | | | 0099 805-02087 LUMP| 1575.00000 1575.00| 1500.00000 1500.00| 1530.60000 1530.60 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0100 805-02152 4.000 EACH| 410.00000 1640.00| 400.00000 1600.00| 408.16000 1632.64 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0101 805-02445 12.000 EACH| 10000.00000 120000.00| 9925.00000 119100.00| 10127.47000 121529.64 CONTROLLER CABINET, P1 | | | 0102 805-03372 1.000 EACH| 250.00000 250.00| 240.00000 240.00| 244.90000 244.90 TETHER FOR SIGNAL | | | 0103 805-03978 5.000 EACH| 500.00000 2500.00| 479.00000 2395.00| 488.77000 2443.85 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0104 805-03980 24.000 EACH| 185.00000 4440.00| 179.00000 4296.00| 182.65000 4383.60 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0105 805-03983 11.000 EACH| 2000.00000 22000.00| 1935.00000 21285.00| 1974.47000 21719.17 PHASE SELECTORS , 2 CHANNEL | | | 0106 805-03985 1712.000 m | 2.70000 4622.40| 2.60000 4451.20| 2.65000 4536.80 DETECTOR CABLE 3C 20GA. | | | 0107 805-04602 12.000 EACH| 370.00000 4440.00| 350.00000 4200.00| 357.14000 4285.68 CONTROLLER, REWIRE | | | 0108 805-04679 2.000 EACH| 390.00000 780.00| 370.00000 740.00| 377.55000 755.10 PEDESTAL AND BASE, 3.66m | | | 0109 805-05871 19.000 EACH| 560.00000 10640.00| 536.00000 10184.00| 546.93000 10391.67 EMERGENCY VEHICLE LIGHT DETECTOR | | | 0110 805-06592 729.000 m | 32.50000 23692.50| 31.00000 22599.00| 31.63000 23058.27 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78010 1.000 EACH| 735.00000 735.00| 700.00000 700.00| 714.28000 714.28 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0112 805-78190 4.000 EACH| 220.00000 880.00| 210.00000 840.00| 214.29000 857.16 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 805-78195 4.000 EACH| 220.00000 880.00| 210.00000 840.00| 214.29000 857.16 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0114 805-78205 17.000 EACH| 410.00000 6970.00| 400.00000 6800.00| 408.16000 6938.72 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 10.000 EACH| 410.00000 4100.00| 400.00000 4000.00| 408.16000 4081.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 16.000 EACH| 620.00000 9920.00| 600.00000 9600.00| 612.24000 9795.84 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78415 10.000 EACH| 1290.00000 12900.00| 1230.00000 12300.00| 1255.09000 12550.90 SPAN, CATENARY, AND TETHER | | | 0118 805-78420 8.000 EACH| 195.00000 1560.00| 190.00000 1520.00| 193.88000 1551.04 DISCONNECT HANGER | | | 0119 805-78445 1.000 EACH| 520.00000 520.00| 500.00000 500.00| 510.20000 510.20 SIGNAL SERVICE | | | 0120 805-78465 9.000 m | 4.70000 42.30| 4.50000 40.50| 4.59000 41.31 SIGNAL CABLE, 2C 8GA. | | | 0121 805-78470 12955.500 m | 0.89000 11530.40| 0.85000 11012.18| 0.87000 11271.29 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 2225.000 m | 2.70000 6007.50| 2.55000 5673.75| 2.60000 5785.00 SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 1060.000 m | 2.90000 3074.00| 2.80000 2968.00| 2.86000 3031.60 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 969.000 m | 3.20000 3100.80| 3.05000 2955.45| 3.11000 3013.59 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78495 59.000 m | 4.00000 236.00| 3.85000 227.15| 3.93000 231.87 SIGNAL CABLE, 9C 14GA. | | | 0126 805-78500 473.000 m | 4.00000 1892.00| 3.85000 1821.05| 3.93000 1858.89 SIGNAL CABLE, 11C 14GA. | | | 0127 805-78510 9749.000 m | 2.30000 22422.70| 2.20000 21447.80| 2.24000 21837.76 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0128 805-78785 42.000 EACH| 575.00000 24150.00| 550.00000 23100.00| 561.22000 23571.24 SIGNAL DETECTOR HOUSING | | | 0129 805-78795 5025.900 m | 15.00000 75388.50| 14.60000 73378.14| 14.90000 74885.91 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0130 805-78900 2.000 EACH| 475.00000 950.00| 455.00000 910.00| 464.28000 928.56 PEDESTAL FOUNDATION, A | | | 0131 805-81032 8.000 EACH| 2400.00000 19200.00| 2312.00000 18496.00| 2359.17000 18873.36 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 805-81060 2.000 EACH| 3000.00000 6000.00| 2862.00000 5724.00| 2920.39000 5840.78 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0133 805-90015 15.000 EACH| 73.00000 1095.00| 70.00000 1050.00| 71.43000 1071.45 POLE BANDS, STEEL | | | 0134 805-92504 14.000 EACH| 260.00000 3640.00| 248.00000 3472.00| 253.06000 3542.84 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0135 805-92951 50.000 EACH| 87.00000 4350.00| 83.00000 4150.00| 84.69000 4234.50 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0136 805-94295 30.000 EACH| 58.00000 1740.00| 56.00000 1680.00| 57.14000 1714.20 SIGNAL HEAD, RELOCATE | | | 0137 805-95524 1.000 EACH| 175.00000 175.00| 170.00000 170.00| 173.47000 173.47 HANDHOLE COVER AND RING | | | 0138 805-96121 4.000 EACH| 105.00000 420.00| 100.00000 400.00| 102.04000 408.16 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0139 808-01045 92.800 m | 2.40000 222.72| 2.30000 213.44| 2.35000 218.08 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0140 808-06701 6169.100 m | 0.77000 4750.21| 0.76000 4688.52| 0.78000 4811.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0141 808-06703 27605.000 m | 0.77000 21255.85| 0.76000 20979.80| 0.78000 21531.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0142 808-06705 867.000 m | 0.02000 17.34| 0.01000 8.67| 0.01000 8.67 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0143 808-06706 108.000 m | 6.80000 734.40| 6.57000 709.56| 6.70000 723.60 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0144 808-06716 27931.000 m | 0.95000 26534.45| 0.50000 13965.50| 0.92000 25696.52 LINE, REMOVE | | | 0145 808-75043 304.000 m | 2.40000 729.60| 2.30000 699.20| 2.35000 714.40 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0146 808-75215 315.000 m | 3.40000 1071.00| 3.28000 1033.20| 3.35000 1055.25 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0147 808-75245 19015.000 m | 0.77000 14641.55| 0.76000 14451.40| 0.78000 14831.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0148 808-75297 989.000 m | 6.80000 6725.20| 6.57000 6497.73| 6.70000 6626.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 808-75320 120.000 EACH| 42.00000 5040.00| 40.00000 4800.00| 40.82000 4898.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75325 98.000 EACH| 47.00000 4606.00| 45.00000 4410.00| 45.92000 4500.16 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 808-75340 9.000 EACH| 410.00000 3690.00| 400.00000 3600.00| 408.16000 3673.44 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0152 808-92027 1255.000 m | 2.40000 3012.00| 2.29000 2873.95| 2.34000 2936.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0153 808-95638 200.000 m2 | 3.20000 640.00| 3.00000 600.00| 3.06000 612.00 CENTER CURB PAINTING | | | 0154 808-95933 2063.000 m | 0.70000 1444.10| 0.68000 1402.84| 0.69000 1423.47 CURB PAINTING, YELLOW | | | 0155 808-96016 300.000 m | 3.40000 1020.00| 3.28000 984.00| 3.35000 1005.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0156 808-98796 102.600 m | 2.40000 246.24| 2.30000 235.98| 2.35000 241.11 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0157 621-06545 4.500 Mg | 750.00000 3375.00| 355.00000 1597.50| 362.24000 1630.08 FERTILIZER | | | 0158 621-06554 825.000 kg | 9.00000 7425.00| 6.95000 5733.75| 7.09000 5849.25 SEED MIXTURE, U | | | 0159 621-06565 22.500 Mg | 570.00000 12825.00| 505.00000 11362.50| 515.30000 11594.25 MULCHING MATERIAL | | | SECTION TOTALS | $ 6,716,000.00| $ 7,059,555.30| $ 7,095,940.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,716,000.00| $ 7,059,555.30| $ 7,095,940.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 120000.00000 120000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 10.000 MOS | 3197.00000 31970.00| | FIELD OFFICE, C | | | 0003 110-01001 LUMP| 380000.00000 380000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 90000.00000 90000.00| | CLEARING AND GRUBBING | | | 0005 202-02241 80.000 m | 13.08000 1046.40| | GUARDRAIL, REMOVE | | | 0006 202-02273 2157.000 m2 | 18.15000 39149.55| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-60820 200000.000 m2 | 2.21000 442000.00| | SURFACE MILLING, ASPHALT | | | 0008 202-74090 LUMP| 6404.68000 6404.68| | OVERHEAD SIGN STRUCTURE, REMOVE | | | 0009 202-78515 LUMP| 4323.16000 4323.16| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 10.000 EACH| 1067.45000 10674.50| | INLET, REMOVE | | | 0011 202-93741 6.000 EACH| 144.10000 864.60| | GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-94749 100.000 m | 12.81000 1281.00| | CURB, ASPHALT, REMOVE | | | 0013 203-02000 4686.000 m3 | 54.44000 255105.84| | EXCAVATION, COMMON | | | 0014 205-06933 62.000 EACH| 53.37000 3308.94| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2105.000 m | 4.55000 9577.75| | TEMPORARY SILT FENCE | | | 0016 211-07454 1118.000 m3 | 29.89000 33417.02| | STRUCTURE BACKFILL | | | 0017 301-07448 3905.000 Mg | 25.59000 99928.95| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 305-07464 1000.000 m2 | 100.00000 100000.00| | PCC BASE PATCHING, 225 mm | | | 0019 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0020 401-07335 26428.000 Mg | 48.00000 1268544.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07404 63599.000 Mg | 42.00000 2671158.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07419 6433.000 Mg | 47.00000 302351.00| | QC/QA-HMA, 4, 76, BASE, 25.0 mm | | | 0024 406-05520 145.600 Mg | 163.27000 23772.11| | ASPHALT FOR TACK COAT | | | 0027 601-01625 2.000 EACH| 1270.26000 2540.52| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-06035 352.000 m | 22.58000 7948.16| | GUARDRAIL, RESET | | | 0030 601-94689 6.000 EACH| 2038.82000 12232.92| | GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 3.000 EACH| 800.59000 2401.77| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 197.000 m | 30.64000 6036.08| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-06065 1150.000 m | 36.29000 41733.50| | FENCE, CHAIN LINK, RESET | | | 0035 604-91531 2168.000 m2 | 24.02000 52075.36| | SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06120 2275.000 m | 41.63000 94708.25| | CURB, CONCRETE | | | 0037 605-06121 359.000 m | 55.51000 19928.09| | CURB, CONCRETE, B | | | 0038 605-06245 90.000 m2 | 74.72000 6724.80| | CENTER CURB, B, CONCRETE | | | 0039 605-06250 185.000 m2 | 65.11000 12045.35| | CENTER CURB, C, CONCRETE | | | 0040 605-94082 37.000 EACH| 373.61000 13823.57| | CURB TURNOUT, CONCRETE | | | 0041 610-07488 5495.000 Mg | 60.00000 329700.00| | HMA FOR APPROACHES, TYPE C | | | 0042 611-52817 1.000 EACH| 60000.00000 60000.00| | TEMPORARY CROSSOVER, B | | | 0043 615-06490 10.000 EACH| 115.28000 1152.80| | RIGHT OF WAY MARKER | | | 0044 615-96388 36.000 EACH| 416.30000 14986.80| | MONUMENT, DCAM CENTERLINE | | | 0045 616-06405 32.000 Mg | 80.06000 2561.92| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 621-01004 1.000 EACH| 720.53000 720.53| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06567 75.000 kL | 0.59000 44.25| | WATER | | | 0048 621-06574 4166.000 m2 | 3.86000 16080.76| | SODDING | | | 0049 715-05146 2.000 m | 170.79000 341.58| | PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0050 715-05149 4.000 m | 266.86000 1067.44| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-05151 1818.000 m | 105.68000 192126.24| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05168 19.000 m | 85.40000 1622.60| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0053 715-05596 2.000 m | 293.55000 587.10| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0054 715-05756 16.500 m | 133.43000 2201.60| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0055 715-46000 7.000 EACH| 320.23000 2241.61| | PIPE END SECTION, 300 mm | | | 0056 715-46005 8.000 EACH| 320.23000 2561.84| | PIPE END SECTION, 375 mm | | | 0057 715-46010 1.000 EACH| 320.23000 320.23| | PIPE END SECTION, 450 mm | | | 0058 720-44000 12.000 EACH| 640.47000 7685.64| | CASTING, ADJUST TO GRADE | | | 0059 720-44296 8.000 EACH| 533.72000 4269.76| | CAP INLET | | | 0060 720-45010 37.000 EACH| 1387.68000 51344.16| | INLET, A3 | | | 0061 720-45030 1.000 EACH| 1280.94000 1280.94| | INLET, E7 | | | 0062 720-45045 9.000 EACH| 1601.17000 14410.53| | INLET, J10 | | | 0063 720-45055 2.000 EACH| 1601.17000 3202.34| | INLET, M10 | | | 0064 720-45410 4.000 EACH| 3202.34000 12809.36| | MANHOLE, C4 | | | 0065 720-93409 1.000 EACH| 2028.15000 2028.15| | INLET, B15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 720-93411 3.000 EACH| 2028.15000 6084.45| | INLET, C15, MODIFIED | | | 0067 801-01093 5.000 EACH| 3629.32000 18146.60| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0068 801-01504 35.000 EACH| 21.35000 747.25| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0069 801-01505 35.000 EACH| 37.36000 1307.60| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0070 801-01506 3.000 EACH| 133.43000 400.29| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0071 801-04308 1.000 EACH| 720.53000 720.53| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06197 35.000 EACH| 58.71000 2054.85| | FLEXIBLE CHANNELIZER, PERMANENT | | | 0073 801-06203 26330.000 m | 0.53000 13954.90| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 62640.000 m | 2.56000 160358.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06207 67.000 m | 4.27000 286.09| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0076 801-06211 85.000 EACH| 80.06000 6805.10| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0077 801-06212 83.000 EACH| 90.73000 7530.59| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0078 801-06213 6.000 EACH| 426.98000 2561.88| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0079 801-06216 249.000 m | 6.40000 1593.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0080 801-06218 1160.000 m | 18.68000 21668.80| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06588 296.000 m | 6.35000 1879.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING , | | | REMOVABLE, 200 mm | | | 0082 801-06588 126.000 m | 9.87000 1243.62| | TEMPORARY TRANSVERSE PAVEMENT MARKING , | | | REMOVABLE, 300 mm | | | 0083 801-06605 12.000 EACH| 144.11000 1729.32| | BARRICADE, IIIA | | | 0084 801-06606 9.000 EACH| 186.80000 1681.20| | BARRICADE, IIIB | | | 0085 801-06625 1.000 EACH| 400.00000 400.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 71.000 EACH| 176.13000 12505.23| | CONSTRUCTION SIGN, A | | | 0087 801-06645 1.000 EACH| 200.00000 200.00| | CONSTRUCTION SIGN, B | | | 0088 801-06710 7.000 DAY | 36.00000 252.00| | FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0090 802-76025 19.300 m2 | 181.47000 3502.37| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0091 802-76035 8.100 m2 | 197.48000 1599.59| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-99045 6.000 EACH| 29.89000 179.34| | SIGN REMOUNTING ON SIGNAL SPAN | | | 0093 802-99058 4.000 EACH| 53.37000 213.48| | SHEET SIGN, INSTALL | | | 0094 805-01815 10.000 EACH| 2081.52000 20815.20| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0095 805-01842 7.000 EACH| 665.02000 4655.14| | HANDHOLE, SIGNAL | | | 0096 805-01843 23.000 EACH| 106.74000 2455.02| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0097 805-01893 LUMP| 3736.06000 3736.06| | MAINTAINING TRAFFIC SIGNAL | | | 0098 805-02056 1.000 EACH| 1868.03000 1868.03| | SPAN AND CATENARY FOR FLASHER | | | 0099 805-02087 LUMP| 1601.17000 1601.17| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 805-02152 4.000 EACH| 426.98000 1707.92| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0101 805-02445 12.000 EACH| 10594.41000 127132.92| | CONTROLLER CABINET, P1 | | | 0102 805-03372 1.000 EACH| 256.19000 256.19| | TETHER FOR SIGNAL | | | 0103 805-03978 5.000 EACH| 511.31000 2556.55| | EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0104 805-03980 24.000 EACH| 191.07000 4585.68| | EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0105 805-03983 11.000 EACH| 2065.51000 22720.61| | PHASE SELECTORS , 2 CHANNEL | | | 0106 805-03985 1712.000 m | 2.78000 4759.36| | DETECTOR CABLE 3C 20GA. | | | 0107 805-04602 12.000 EACH| 373.61000 4483.32| | CONTROLLER, REWIRE | | | 0108 805-04679 2.000 EACH| 394.96000 789.92| | PEDESTAL AND BASE, 3.66m | | | 0109 805-05871 19.000 EACH| 572.15000 10870.85| | EMERGENCY VEHICLE LIGHT DETECTOR | | | 0110 805-06592 729.000 m | 33.09000 24122.61| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78010 1.000 EACH| 747.21000 747.21| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0112 805-78190 4.000 EACH| 224.17000 896.68| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0113 805-78195 4.000 EACH| 224.17000 896.68| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0114 805-78205 17.000 EACH| 426.98000 7258.66| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 10.000 EACH| 426.98000 4269.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 16.000 EACH| 640.47000 10247.52| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-78415 10.000 EACH| 1312.96000 13129.60| | SPAN, CATENARY, AND TETHER | | | 0118 805-78420 8.000 EACH| 202.82000 1622.56| | DISCONNECT HANGER | | | 0119 805-78445 1.000 EACH| 533.72000 533.72| | SIGNAL SERVICE | | | 0120 805-78465 9.000 m | 4.80000 43.20| | SIGNAL CABLE, 2C 8GA. | | | 0121 805-78470 12955.500 m | 0.91000 11789.51| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 2225.000 m | 2.72000 6052.00| | SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 1060.000 m | 2.99000 3169.40| | SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 969.000 m | 3.26000 3158.94| | SIGNAL CABLE, 7C 14GA. | | | 0125 805-78495 59.000 m | 4.11000 242.49| | SIGNAL CABLE, 9C 14GA. | | | 0126 805-78500 473.000 m | 4.11000 1944.03| | SIGNAL CABLE, 11C 14GA. | | | 0127 805-78510 9749.000 m | 2.35000 22910.15| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0128 805-78785 42.000 EACH| 587.10000 24658.20| | SIGNAL DETECTOR HOUSING | | | 0129 805-78795 5025.900 m | 15.58000 78303.52| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0130 805-78900 2.000 EACH| 485.69000 971.38| | PEDESTAL FOUNDATION, A | | | 0131 805-81032 8.000 EACH| 2467.94000 19743.52| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0132 805-81060 2.000 EACH| 3055.04000 6110.08| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0133 805-90015 15.000 EACH| 74.72000 1120.80| | POLE BANDS, STEEL | | | 0134 805-92504 14.000 EACH| 264.73000 3706.22| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0135 805-92951 50.000 EACH| 88.60000 4430.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0136 805-94295 30.000 EACH| 59.78000 1793.40| | SIGNAL HEAD, RELOCATE | | | 0137 805-95524 1.000 EACH| 181.47000 181.47| | HANDHOLE COVER AND RING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-96121 4.000 EACH| 106.75000 427.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0139 808-01045 92.800 m | 2.46000 228.29| | LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0140 808-06701 6169.100 m | 0.81000 4996.97| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0141 808-06703 27605.000 m | 0.81000 22360.05| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0142 808-06705 867.000 m | 0.01000 8.67| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0143 808-06706 108.000 m | 7.01000 757.08| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0144 808-06716 27931.000 m | 0.85000 23741.35| | LINE, REMOVE | | | 0145 808-75043 304.000 m | 2.46000 747.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0146 808-75215 315.000 m | 3.50000 1102.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0147 808-75245 19015.000 m | 0.81000 15402.15| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0148 808-75297 989.000 m | 7.01000 6932.89| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0149 808-75320 120.000 EACH| 42.70000 5124.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75325 98.000 EACH| 48.04000 4707.92| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 808-75340 9.000 EACH| 426.98000 3842.82| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0152 808-92027 1255.000 m | 2.44000 3062.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 210 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,342,568.56 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26592-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-95638 200.000 m2 | 3.20000 640.00| | CENTER CURB PAINTING | | | 0154 808-95933 2063.000 m | 0.73000 1505.99| | CURB PAINTING, YELLOW | | | 0155 808-96016 300.000 m | 3.50000 1050.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0156 808-98796 102.600 m | 2.46000 252.40| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0157 621-06545 4.500 Mg | 763.22000 3434.49| | FERTILIZER | | | 0158 621-06554 825.000 kg | 9.24000 7623.00| | SEED MIXTURE, U | | | 0159 621-06565 22.500 Mg | 582.83000 13113.68| | MULCHING MATERIAL | | | SECTION TOTALS | $ 7,862,139.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,862,139.31| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/03 PAGE : 212 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 212 CONTRACT ID : R -26674-A COUNTIES : VIGO LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/20/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 19,696.96 100.0000% 2 35-1815287 DENNEY EXCAVATING INC. $ 20,800.00 105.6000% 3 35-1127746 S & G EXCAVATING INC $ 24,890.00 126.3646% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 28,500.00 144.6923% 5 35-2009641 REAGINS, INC. $ 35,000.00 177.6923% 6 35-1817574 YARDBERRY LANDSCAPE $ 49,400.00 250.8001% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 61 CALL ORDER : 220 CONTRACT ID : RS-26309-A COUNTIES : PIKE WARRICK LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 416300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,089,071.60 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,127,800.00 103.5560% 3 35-1139301 E & B PAVING, INC. $ 1,135,000.00 104.2172% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,059,372.39 ROUTE : SR 1 CALL ORDER : 230 CONTRACT ID : RS-26367-A COUNTIES : JAY LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 356800E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 712,640.01 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 758,058.90 106.3733% 3 35-1139301 E & B PAVING, INC. $ 806,366.12 113.1519% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| 1826.18000 1826.18 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1000.00000 3000.00| 1200.00000 3600.00| 1614.00000 4842.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 37360.00000 37360.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 41934.000 SYS | 0.41000 17192.94| 1.09000 45708.06| 0.50000 20967.00 SURFACE MILLING, ASPHALT | | | 0005 303-01180 1000.000 TON | 0.01000 10.00| 5.00000 5000.00| 15.00000 15000.00 COMPACTED AGGREGATE, 53 | | | 0006 304-07490 2409.500 TON | 38.75000 93368.13| 45.72000 110162.34| 45.00000 108427.50 HMA PATCHING, TYPE B | | | 0007 304-07509 5088.000 TON | 25.65000 130507.20| 29.37000 149434.56| 35.00000 178080.00 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0008 401-06264 LUMP| 2000.00000 2000.00| 2800.00000 2800.00| 3800.00000 3800.00 PROFILOGRAPH, HMA | | | 0009 401-07328 4334.000 TON | 34.20000 148222.80| 29.32000 127072.88| 38.00000 164692.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 401-07379 7222.000 TON | 29.35000 211965.70| 28.82000 208138.04| 31.00000 223882.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 25.000 TON | 210.00000 5250.00| 150.00000 3750.00| 174.00000 4350.00 ASPHALT FOR TACK COAT | | | 0012 610-07487 276.000 TON | 55.70000 15373.20| 60.69000 16750.44| 50.00000 13800.00 HMA FOR APPROACHES, TYPE B | | | 0013 801-04308 4.000 EACH| 145.00000 580.00| 145.00000 580.00| 270.00000 1080.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06203 2663.000 LFT | 0.01000 26.63| 0.30000 798.90| 0.40000 1065.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,059,372.39 ROUTE : SR 1 CALL ORDER : 230 CONTRACT ID : RS-26367-A COUNTIES : JAY LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 2663.000 LFT | 0.01000 26.63| 0.80000 2130.40| 0.72000 1917.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06625 35.000 EACH| 85.00000 2975.00| 85.00000 2975.00| 50.00000 1750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0017 801-06640 27.000 EACH| 65.00000 1755.00| 65.00000 1755.00| 50.00000 1350.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 22915.00000 22915.00| 25785.00000 25785.00| 2803.60000 2803.60 MAINTAINING TRAFFIC | | | 0019 801-07118 42.000 LFT | 6.25000 262.50| 6.25000 262.50| 4.60000 193.20 BARRICADE, III-A | | | 0020 801-07119 42.000 LFT | 7.25000 304.50| 7.25000 304.50| 4.60000 193.20 BARRICADE, III-B | | | 0021 808-06712 3475.000 LFT | 0.09000 312.75| 0.09000 312.75| 0.09000 312.75 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06714 12733.000 LFT | 0.09000 1145.97| 0.09000 1145.97| 0.09000 1145.97 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 10.500 LFT | 20.00000 210.00| 20.00000 210.00| 20.00000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 203-02080 3.350 MILE| 4810.00000 16113.50| 2000.00000 6700.00| 3431.14000 11494.32 LINEAR GRADING | | | 0025 808-06713 35376.000 LFT | 0.06000 2122.56| 0.06000 2122.56| 0.09000 3183.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 712,640.01| $ 758,058.90| $ 806,366.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 712,640.01| $ 758,058.90| $ 806,366.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 993,471.63 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-26374-A COUNTIES : RANDOLPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 376800H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 552,418.83 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 585,799.29 106.0425% 3 35-1139301 E & B PAVING, INC. $ 623,618.15 112.8886% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 500.00000 500.00| 3200.00000 3200.00| 3143.60000 3143.60 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1000.00000 5000.00| 1200.00000 6000.00| 1614.00000 8070.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 29450.00000 29450.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 104647.000 SYS | 0.22000 23022.34| 0.90000 94182.30| 0.45000 47091.15 SURFACE MILLING, ASPHALT | | | 0005 304-07490 20.000 TON | 64.00000 1280.00| 90.00000 1800.00| 100.00000 2000.00 HMA PATCHING, TYPE B | | | 0007 401-07321 8903.500 TON | 35.00000 311622.50| 27.00000 240394.50| 35.50000 316074.25 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 25.900 TON | 190.00000 4921.00| 150.00000 3885.00| 173.00000 4480.70 ASPHALT FOR TACK COAT | | | 0009 606-07484 5248.000 LFT | 0.57000 2991.36| 0.66000 3463.68| 0.78000 4093.44 MILLED HMA SHOULDER CORRUGATIONS | | | 0010 610-07487 698.500 TON | 49.00000 34226.50| 52.68000 36796.98| 60.00000 41910.00 HMA FOR APPROACHES, TYPE B | | | 0011 615-06525 17.000 EACH| 230.00000 3910.00| 250.00000 4250.00| 300.00000 5100.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 801-04308 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 125.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0013 801-06207 3923.000 LFT | 2.00000 7846.00| 0.80000 3138.40| 0.72000 2824.56 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06625 34.000 EACH| 85.00000 2890.00| 85.00000 2890.00| 85.00000 2890.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 34.000 EACH| 55.00000 1870.00| 55.00000 1870.00| 55.00000 1870.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 993,471.63 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-26374-A COUNTIES : RANDOLPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 725.00000 725.00| 22150.00000 22150.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0017 801-07118 58.000 LFT | 5.40000 313.20| 5.40000 313.20| 5.40000 313.20 BARRICADE, III-A | | | 0018 801-07119 58.000 LFT | 6.40000 371.20| 6.40000 371.20| 6.40000 371.20 BARRICADE, III-B | | | 0019 808-06712 8988.000 LFT | 0.06000 539.28| 0.06000 539.28| 0.06000 539.28 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 82350.000 LFT | 0.06000 4941.00| 0.06000 4941.00| 0.06000 4941.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 30245.000 LFT | 0.06000 1814.70| 0.06000 1814.70| 0.06000 1814.70 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 137.000 LFT | 3.50000 479.50| 3.50000 479.50| 3.50000 479.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 401-07407 3506.500 TON | 28.50000 99935.25| 30.70000 107649.55| 32.35000 113435.28 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 203-02080 7.860 MILE| 2000.00000 15720.00| 2000.00000 15720.00| 3393.93000 26676.29 LINEAR GRADING | | | SECTION TOTALS | $ 552,418.83| $ 585,799.29| $ 623,618.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 552,418.83| $ 585,799.29| $ 623,618.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 733,000.00 ROUTE : SR 213 CALL ORDER : 260 CONTRACT ID : RS-26397-A COUNTIES : TIPTON LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 528000F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 595,867.76 100.0000% 2 35-1139301 E & B PAVING, INC. $ 656,851.90 110.2345% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 694,030.09 116.4738% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3080.00000 3080.00| 3350.00000 3350.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2100.00000 6300.00| 2500.00000 7500.00| 2650.00000 7950.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27100.00000 27100.00| 33167.50000 33167.50| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 17045.500 SYS | 1.76000 30000.08| 2.35000 40056.93| 2.15000 36647.83 SURFACE MILLING, ASPHALT , 1 1/2" | | | 0005 303-01180 2504.500 TON | 17.45000 43703.53| 19.50000 48837.75| 19.00000 47585.50 COMPACTED AGGREGATE, 53 | | | 0006 304-07490 221.500 TON | 82.70000 18318.05| 110.00000 24365.00| 145.00000 32117.50 HMA PATCHING, TYPE B | | | 0007 304-07493 253.000 TON | 52.86000 13373.58| 68.00000 17204.00| 80.00000 20240.00 HMA WIDENING, TYPE B | | | 0008 401-07321 9283.000 TON | 40.00000 371320.00| 38.30000 355538.90| 42.00000 389886.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 406-05520 28.000 TON | 190.00000 5320.00| 182.00000 5096.00| 180.00000 5040.00 ASPHALT FOR TACK COAT | | | 0010 610-07487 938.500 TON | 50.00000 46925.00| 90.00000 84465.00| 82.00000 76957.00 HMA FOR APPROACHES, TYPE B | | | 0011 615-06527 10.000 EACH| 250.00000 2500.00| 300.00000 3000.00| 390.00000 3900.00 MONUMENT, SECTION CORNER | | | 0012 801-06207 3820.000 LFT | 1.00000 3820.00| 1.00000 3820.00| 1.05000 4011.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 37.000 EACH| 58.85000 2177.45| 55.00000 2035.00| 61.00000 2257.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 14880.00000 14880.00| 22174.81000 22174.81| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 733,000.00 ROUTE : SR 213 CALL ORDER : 260 CONTRACT ID : RS-26397-A COUNTIES : TIPTON LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 8407.500 LFT | 0.07000 588.53| 0.06500 546.49| 0.07000 588.53 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 58684.000 LFT | 0.07000 4107.88| 0.06000 3521.04| 0.07000 4107.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 4573.000 LFT | 0.07000 320.11| 0.06000 274.38| 0.07000 320.11 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06721 80.000 LFT | 0.86000 68.80| 0.80000 64.00| 0.89000 71.20 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0019 808-75297 238.600 LFT | 3.75000 894.75| 3.50000 835.10| 3.90000 930.54 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75998 4.000 EACH| 267.50000 1070.00| 250.00000 1000.00| 280.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 595,867.76| $ 656,851.90| $ 694,030.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 595,867.76| $ 656,851.90| $ 694,030.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 231100B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 933,316.61 100.0000% 2 35-1139301 E & B PAVING, INC. $ 954,484.41 102.2680% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,055,862.56 113.1301% 4 35-1145884 L I C A CONSTRUCTION $ 1,313,448.29 140.7291% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1.00000 1.00| 5000.00000 5000.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 500.00000 4000.00| 1200.00000 9600.00| 1400.00000 11200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46550.00000 46550.00| 47000.00000 47000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-52710 13.300 SYS | 23.70000 315.21| 44.46000 591.32| 10.00000 133.00 SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 217835.000 SYS | 0.83000 180803.05| 0.33000 71885.55| 0.35000 76242.25 SURFACE MILLING, ASPHALT | | | 0006 203-90014 9.920 STA | 310.00000 3075.20| 800.00000 7936.00| 500.00000 4960.00 LINEAR GRADING | | | 0007 211-07454 202.000 CYS | 11.75000 2373.50| 16.05000 3242.10| 20.00000 4040.00 STRUCTURE BACKFILL | | | 0008 303-07449 791.500 TON | 15.10000 11951.65| 23.71000 18766.47| 9.00000 7123.50 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 2247.200 TON | 32.00000 71910.40| 32.00000 71910.40| 41.00000 92135.20 HMA PATCHING, TYPE B | | | 0010 304-07493 441.120 TON | 26.75000 11799.96| 31.00000 13674.72| 30.00000 13233.60 HMA WIDENING, TYPE B | | | 0011 305-98794 749.100 TON | 5.00000 3745.50| 5.00000 3745.50| 11.00000 8240.10 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0012 401-06264 LUMP| 1.00000 1.00| 3500.00000 3500.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0013 401-07321 16530.000 TON | 24.85000 410770.50| 31.00000 512430.00| 33.00000 545490.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 54.340 TON | 1.00000 54.34| 150.00000 8151.00| 150.00000 8151.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 604-06069 13.300 SYS | 33.60000 446.88| 158.61000 2109.51| 45.00000 598.50 CURB RAMP, CONCRETE | | | 0016 605-06140 689.000 LFT | 9.60000 6614.40| 12.42000 8557.38| 10.25000 7062.25 CURB AND GUTTER, CONCRETE | | | 0017 605-94811 2.000 EACH| 170.00000 340.00| 150.00000 300.00| 250.00000 500.00 CURB TURNOUT | | | 0018 608-04396 5.000 EACH| 50.00000 250.00| 75.00000 375.00| 200.00000 1000.00 SHOULDER DRAIN | | | 0019 610-07487 1730.000 TON | 43.45000 75168.50| 36.00000 62280.00| 42.00000 72660.00 HMA FOR APPROACHES, TYPE B | | | 0020 615-06520 2.000 EACH| 1.00000 2.00| 300.00000 600.00| 300.00000 600.00 MONUMENT, RE-ESTABLISH | | | 0021 621-06567 0.920 MG | 0.01000 0.01| 2.00000 1.84| 2.00000 1.84 WATER | | | 0022 621-06575 230.000 SYS | 11.80000 2714.00| 11.80000 2714.00| 11.80000 2714.00 SODDING, NURSERY | | | 0023 715-03584 2.000 EACH| 470.00000 940.00| 390.00000 780.00| 325.00000 650.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0024 715-05121 160.000 LFT | 63.70000 10192.00| 31.97000 5115.20| 45.00000 7200.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0025 720-01894 8.000 EACH| 715.00000 5720.00| 297.00000 2376.00| 450.00000 3600.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0026 720-44000 9.000 EACH| 415.00000 3735.00| 564.00000 5076.00| 225.00000 2025.00 CASTING, ADJUST TO GRADE | | | 0027 720-44296 2.000 EACH| 670.00000 1340.00| 175.00000 350.00| 450.00000 900.00 CAP INLET | | | 0028 720-99315 2.000 EACH| 180.00000 360.00| 125.00000 250.00| 100.00000 200.00 CLEAN EXISTING CATCH BASINS | | | 0029 801-06203 15694.000 LFT | 0.01000 156.94| 0.01000 156.94| 0.12000 1883.28 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 15694.000 LFT | 0.01000 156.94| 0.01000 156.94| 0.85000 13339.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 79.000 EACH| 95.00000 7505.00| 95.00000 7505.00| 95.00000 7505.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 1.00000 1.00| 4750.00000 4750.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0033 802-91122 7.000 EACH| 100.00000 700.00| 100.00000 700.00| 100.00000 700.00 SIGN, GROUND MOUNTED, RESET | | | 0034 808-06701 666.000 LFT | 0.28000 186.48| 0.28000 186.48| 0.28000 186.48 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06703 3722.000 LFT | 0.28000 1042.16| 0.28000 1042.16| 0.28000 1042.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-06705 132.000 LFT | 1.25000 165.00| 1.25000 165.00| 1.25000 165.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0037 808-06713 129504.000 LFT | 0.09000 11655.36| 0.09000 11655.36| 0.08600 11137.34 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-75240 15945.000 LFT | 0.28000 4464.60| 0.28000 4464.60| 0.28000 4464.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0039 808-75245 41292.000 LFT | 0.28000 11561.76| 0.28000 11561.76| 0.28000 11561.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 808-75274 435.000 LFT | 1.25000 543.75| 1.25000 543.75| 1.25000 543.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0041 808-75278 57.000 LFT | 1.75000 99.75| 1.75000 99.75| 1.75000 99.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0042 808-75297 531.000 LFT | 4.00000 2124.00| 4.00000 2124.00| 4.00000 2124.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75300 1892.000 LFT | 1.15000 2175.80| 1.15000 2175.80| 1.15000 2175.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0044 808-75320 31.000 EACH| 65.00000 2015.00| 65.00000 2015.00| 65.00000 2015.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 26.000 EACH| 80.00000 2080.00| 80.00000 2080.00| 80.00000 2080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75996 1141.000 EACH| 0.01000 11.41| 2.48000 2829.68| 6.50000 7416.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 1038.000 EACH| 19.00000 19722.00| 19.00000 19722.00| 19.00000 19722.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 213-52830 3.000 CYS | 208.00000 624.00| 208.00000 624.00| 200.00000 600.00 FLOWABLE MORTAR | | | 0049 715-05208 32.000 LFT | 13.20000 422.40| 25.10000 803.20| 40.00000 1280.00 PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0050 716-96215 48.000 LFT | 139.67000 6704.16| 140.00000 6720.00| 70.00000 3360.00 PIPE, JACKED, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 720-45235 1.000 EACH| 1175.00000 1175.00| 1135.00000 1135.00| 1600.00000 1600.00 CATCH BASIN, E7 | | | 0052 720-93472 2.000 EACH| 1425.00000 2850.00| 1475.00000 2950.00| 2200.00000 4400.00 CATCH BASIN, A4 | | | SECTION TOTALS | $ 933,316.61| $ 954,484.41| $ 1,055,862.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 933,316.61| $ 954,484.41| $ 1,055,862.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4770.00000 4770.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62500.00000 62500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-52710 13.300 SYS | 47.59000 632.95| | SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 217835.000 SYS | 0.69000 150306.15| | SURFACE MILLING, ASPHALT | | | 0006 203-90014 9.920 STA | 638.00000 6328.96| | LINEAR GRADING | | | 0007 211-07454 202.000 CYS | 22.36000 4516.72| | STRUCTURE BACKFILL | | | 0008 303-07449 791.500 TON | 23.00000 18204.50| | COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 2247.200 TON | 56.53000 127034.22| | HMA PATCHING, TYPE B | | | 0010 304-07493 441.120 TON | 53.30000 23511.70| | HMA WIDENING, TYPE B | | | 0011 305-98794 749.100 TON | 15.00000 11236.50| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0012 401-06264 LUMP| 2800.00000 2800.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 16530.000 TON | 35.50000 586815.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 54.340 TON | 150.00000 8151.00| | ASPHALT FOR TACK COAT | | | 0015 604-06069 13.300 SYS | 125.42000 1668.09| | CURB RAMP, CONCRETE | | | 0016 605-06140 689.000 LFT | 17.40000 11988.60| | CURB AND GUTTER, CONCRETE | | | 0017 605-94811 2.000 EACH| 532.00000 1064.00| | CURB TURNOUT | | | 0018 608-04396 5.000 EACH| 200.00000 1000.00| | SHOULDER DRAIN | | | 0019 610-07487 1730.000 TON | 59.50000 102935.00| | HMA FOR APPROACHES, TYPE B | | | 0020 615-06520 2.000 EACH| 150.00000 300.00| | MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-06567 0.920 MG | 2.00000 1.84| | WATER | | | 0022 621-06575 230.000 SYS | 11.80000 2714.00| | SODDING, NURSERY | | | 0023 715-03584 2.000 EACH| 1090.00000 2180.00| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0024 715-05121 160.000 LFT | 36.80000 5888.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0025 720-01894 8.000 EACH| 689.00000 5512.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0026 720-44000 9.000 EACH| 422.00000 3798.00| | CASTING, ADJUST TO GRADE | | | 0027 720-44296 2.000 EACH| 740.00000 1480.00| | CAP INLET | | | 0028 720-99315 2.000 EACH| 500.00000 1000.00| | CLEAN EXISTING CATCH BASINS | | | 0029 801-06203 15694.000 LFT | 0.30000 4708.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 15694.000 LFT | 0.80000 12555.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 79.000 EACH| 95.00000 7505.00| | CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 40140.00000 40140.00| | MAINTAINING TRAFFIC | | | 0033 802-91122 7.000 EACH| 100.00000 700.00| | SIGN, GROUND MOUNTED, RESET | | | 0034 808-06701 666.000 LFT | 0.28000 186.48| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0035 808-06703 3722.000 LFT | 0.28000 1042.16| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-06705 132.000 LFT | 1.25000 165.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0037 808-06713 129504.000 LFT | 0.09000 11655.36| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-75240 15945.000 LFT | 0.28000 4464.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0039 808-75245 41292.000 LFT | 0.28000 11561.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,450,116.16 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : RS-26462-A COUNTIES : WELLS LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-75274 435.000 LFT | 1.25000 543.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0041 808-75278 57.000 LFT | 1.75000 99.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0042 808-75297 531.000 LFT | 4.00000 2124.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75300 1892.000 LFT | 1.15000 2175.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0044 808-75320 31.000 EACH| 65.00000 2015.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 26.000 EACH| 80.00000 2080.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75996 1141.000 EACH| 3.00000 3423.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 1038.000 EACH| 19.00000 19722.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 213-52830 3.000 CYS | 208.00000 624.00| | FLOWABLE MORTAR | | | 0049 715-05208 32.000 LFT | 400.00000 12800.00| | PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0050 716-96215 48.000 LFT | 140.00000 6720.00| | PIPE, JACKED, 15 IN. | | | 0051 720-45235 1.000 EACH| 2500.00000 2500.00| | CATCH BASIN, E7 | | | 0052 720-93472 2.000 EACH| 1800.00000 3600.00| | CATCH BASIN, A4 | | | SECTION TOTALS | $ 1,313,448.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,313,448.29| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 534300P 534300R SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,884,205.18 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,927,071.91 102.2750% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,030,186.10 107.7476% 4 35-0997978 PHEND & BROWN, INC. $ 2,134,265.89 113.2714% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1185040 |BROOKS CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1565.00000 1565.00| 3300.00000 3300.00| 4100.00000 4100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1350.00000 8100.00| 1275.00000 7650.00| 1825.00000 10950.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 94000.00000 94000.00| 97000.00000 97000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 3049.000 m | 5.64000 17196.36| 5.64000 17196.36| 5.00000 15245.00 GUARDRAIL, REMOVE | | | 0005 202-02271 12.000 EACH| 500.00000 6000.00| 162.64000 1951.68| 350.00000 4200.00 HEADWALL, REMOVE | | | 0006 202-02278 434.000 m | 25.26000 10962.84| 7.13000 3094.42| 13.00000 5642.00 CURB, CONCRETE, REMOVE | | | 0007 202-60820 162698.000 m2 | 0.01000 1626.98| 0.20000 32539.60| 0.20000 32539.60 SURFACE MILLING, ASPHALT | | | 0008 202-93741 42.000 EACH| 104.00000 4368.00| 104.00000 4368.00| 104.00000 4368.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02080 0.855 km | 12969.08000 11088.56| 9810.72000 8388.17| 10000.00000 8550.00 LINEAR GRADING | | | 0010 211-02050 135.000 m3 | 10.99000 1483.65| 8.00000 1080.00| 32.00000 4320.00 B BORROW | | | 0011 303-07449 1669.000 Mg | 14.99000 25018.31| 20.00000 33380.00| 12.50000 20862.50 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07507 7113.400 Mg | 27.01000 192132.93| 30.00000 213402.00| 27.50000 195618.50 WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0014 401-06264 LUMP| 5230.00000 5230.00| 3000.00000 3000.00| 6500.00000 6500.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1185040 |BROOKS CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07322 17297.000 Mg | 22.61000 391085.17| 29.00000 501613.00| 29.50000 510261.50 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0017 406-05520 85.000 Mg | 212.20000 18037.00| 143.26000 12177.10| 225.00000 19125.00 ASPHALT FOR TACK COAT | | | 0018 601-01625 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1600.00000 3200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0019 601-01626 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0021 601-94689 40.000 EACH| 1900.00000 76000.00| 2580.82000 103232.80| 4000.00000 160000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 3063.860 m | 28.14000 86217.02| 28.14000 86217.02| 29.00000 88851.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07487 1375.000 Mg | 52.91000 72751.25| 40.00000 55000.00| 48.50000 66687.50 HMA FOR APPROACHES, TYPE B | | | 0026 611-95023 7.000 EACH| 105.00000 735.00| 150.00000 1050.00| 200.00000 1400.00 MAILBOX ASSEMBLY, RESET | | | 0027 615-06520 4.000 EACH| 276.00000 1104.00| 150.00000 600.00| 250.00000 1000.00 MONUMENT, RE-ESTABLISH | | | 0028 616-02320 56.000 m2 | 3.89000 217.84| 4.85000 271.60| 5.00000 280.00 GEOTEXTILES | | | 0029 616-06405 81.000 Mg | 31.91000 2584.71| 25.45000 2061.45| 30.00000 2430.00 RIPRAP, REVETMENT | | | 0030 715-05125 44.000 m | 292.82000 12884.08| 272.82000 12004.08| 375.00000 16500.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0031 715-05595 7.920 m | 834.47000 6609.00| 252.04000 1996.16| 57.00000 451.44 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0032 715-05596 4.270 m | 846.45000 3614.34| 204.13000 871.64| 85.00000 362.95 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0033 715-05597 2.440 m | 882.03000 2152.15| 203.48000 496.49| 140.00000 341.60 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0034 715-05757 1.220 m | 977.78000 1192.89| 327.78000 399.89| 285.00000 347.70 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0035 715-07071 2.000 EACH| 1133.55000 2267.10| 909.79000 1819.58| 950.00000 1900.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0036 715-46005 17.000 EACH| 324.75000 5520.75| 164.99000 2804.83| 200.00000 3400.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1185040 |BROOKS CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-46010 13.000 EACH| 362.55000 4713.15| 179.79000 2337.27| 250.00000 3250.00 PIPE END SECTION, 450 mm | | | 0038 715-46020 6.000 EACH| 410.50000 2463.00| 218.90000 1313.40| 250.00000 1500.00 PIPE END SECTION, 600 mm | | | 0039 715-46040 2.000 EACH| 630.80000 1261.60| 513.23000 1026.46| 500.00000 1000.00 PIPE END SECTION, 900 mm | | | 0040 720-44000 7.000 EACH| 385.25000 2696.75| 297.90000 2085.30| 225.00000 1575.00 CASTING, ADJUST TO GRADE | | | 0041 801-06203 1600.000 m | 6.56000 10496.00| 0.70000 1120.00| 0.75000 1200.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 801-06207 1602.000 m | 6.56000 10509.12| 3.00000 4806.00| 5.50000 8811.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06640 64.000 EACH| 150.00000 9600.00| 150.00000 9600.00| 104.00000 6656.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 307274.70000 307274.70| 71800.00000 71800.00| 73000.00000 73000.00 MAINTAINING TRAFFIC | | | 0045 802-91122 18.000 EACH| 80.00000 1440.00| 100.00000 1800.00| 85.00000 1530.00 SIGN, GROUND MOUNTED, RESET | | | 0046 804-06771 5.000 EACH| 18.00000 90.00| 25.00000 125.00| 19.00000 95.00 DELINEATOR POST, FLEXIBLE | | | 0047 805-06592 130.000 m | 29.52000 3837.60| 28.00000 3640.00| 28.00000 3640.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0048 805-78470 875.000 m | 0.45000 393.75| 0.66000 577.50| 0.66000 577.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0049 805-78510 385.000 m | 1.64000 631.40| 1.95000 750.75| 1.95000 750.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0050 805-78795 272.000 m | 19.68000 5352.96| 14.45000 3930.40| 14.45000 3930.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0051 805-78800 4.000 EACH| 450.00000 1800.00| 470.00000 1880.00| 475.00000 1900.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0052 805-92951 1.000 EACH| 450.00000 450.00| 275.00000 275.00| 275.00000 275.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0053 808-06695 142.000 m | 2.65000 376.30| 2.65000 376.30| 2.65000 376.30 LINE, PAINT, SOLID, WHITE, 125 mm for | | | Parking Stalls | | | 0054 808-06703 124.000 m | 0.88000 109.12| 0.88000 109.12| 0.88000 109.12 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0055 808-06713 28960.000 m | 0.27000 7819.20| 0.27000 7819.20| 0.27000 7819.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-74815 23.000 m | 6.00000 138.00| 6.00000 138.00| 6.00000 138.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1185040 |BROOKS CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75240 3971.000 m | 0.88000 3494.48| 0.88000 3494.48| 0.88000 3494.48 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 808-75245 13024.000 m | 0.88000 11461.12| 0.88000 11461.12| 0.88000 11461.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75274 200.000 m | 4.00000 800.00| 4.00000 800.00| 4.00000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0060 808-75278 40.000 m | 6.00000 240.00| 6.00000 240.00| 6.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0061 808-75297 63.000 m | 12.00000 756.00| 12.00000 756.00| 12.00000 756.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0062 808-75320 5.000 EACH| 55.00000 275.00| 55.00000 275.00| 55.00000 275.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 5.000 EACH| 75.00000 375.00| 75.00000 375.00| 75.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75340 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0065 808-75996 959.000 EACH| 2.60000 2493.40| 2.40000 2301.60| 2.00000 1918.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 959.000 EACH| 17.00000 16303.00| 17.00000 16303.00| 19.00000 18221.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 808-97222 3.000 EACH| 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0068 304-07489 200.000 Mg | 75.67000 15134.00| 59.95000 11990.00| 45.00000 9000.00 HMA PATCHING, TYPE A | | | 0069 601-01846 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0070 605-06120 434.000 m | 28.22000 12247.48| 28.21000 12243.14| 36.00000 15624.00 CURB, CONCRETE | | | 0071 401-07638 20432.000 Mg | 18.41000 376153.12| 26.00000 531232.00| 29.00000 592528.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1185040 |BROOKS CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 202-90277 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 200.00000 200.00 DETECTOR HOUSING, REMOVE | | | 0073 805-01842 2.000 EACH| 650.00000 1300.00| 600.00000 1200.00| 600.00000 1200.00 HANDHOLE, SIGNAL | | | 0074 805-01843 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | SECTION TOTALS | $ 1,884,205.18| $ 1,927,071.91| $ 2,030,186.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,884,205.18| $ 1,927,071.91| $ 2,030,186.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 105000.00000 105000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 3049.000 m | 6.00000 18294.00| | GUARDRAIL, REMOVE | | | 0005 202-02271 12.000 EACH| 600.00000 7200.00| | HEADWALL, REMOVE | | | 0006 202-02278 434.000 m | 5.00000 2170.00| | CURB, CONCRETE, REMOVE | | | 0007 202-60820 162698.000 m2 | 0.40000 65079.20| | SURFACE MILLING, ASPHALT | | | 0008 202-93741 42.000 EACH| 104.00000 4368.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02080 0.855 km | 11000.00000 9405.00| | LINEAR GRADING | | | 0010 211-02050 135.000 m3 | 10.00000 1350.00| | B BORROW | | | 0011 303-07449 1669.000 Mg | 16.50000 27538.50| | COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07507 7113.400 Mg | 33.00000 234742.20| | WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0014 401-06264 LUMP| 8000.00000 8000.00| | PROFILOGRAPH, HMA | | | 0015 401-07322 17297.000 Mg | 34.00000 588098.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0017 406-05520 85.000 Mg | 148.00000 12580.00| | ASPHALT FOR TACK COAT | | | 0018 601-01625 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0019 601-01626 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0021 601-94689 40.000 EACH| 2700.00000 108000.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-97774 2.000 EACH| 900.00000 1800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 3063.860 m | 28.14000 86217.02| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07487 1375.000 Mg | 62.50000 85937.50| | HMA FOR APPROACHES, TYPE B | | | 0026 611-95023 7.000 EACH| 140.00000 980.00| | MAILBOX ASSEMBLY, RESET | | | 0027 615-06520 4.000 EACH| 200.00000 800.00| | MONUMENT, RE-ESTABLISH | | | 0028 616-02320 56.000 m2 | 2.00000 112.00| | GEOTEXTILES | | | 0029 616-06405 81.000 Mg | 48.00000 3888.00| | RIPRAP, REVETMENT | | | 0030 715-05125 44.000 m | 290.00000 12760.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0031 715-05595 7.920 m | 790.00000 6256.80| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0032 715-05596 4.270 m | 810.00000 3458.70| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0033 715-05597 2.440 m | 920.00000 2244.80| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0034 715-05757 1.220 m | 870.00000 1061.40| | PIPE EXTENSION, CIRCULAR, 900 mm | | | 0035 715-07071 2.000 EACH| 930.00000 1860.00| | SAFETY METAL END SECTION, 4:1, 750 mm | | | 0036 715-46005 17.000 EACH| 180.00000 3060.00| | PIPE END SECTION, 375 mm | | | 0037 715-46010 13.000 EACH| 240.00000 3120.00| | PIPE END SECTION, 450 mm | | | 0038 715-46020 6.000 EACH| 335.00000 2010.00| | PIPE END SECTION, 600 mm | | | 0039 715-46040 2.000 EACH| 535.00000 1070.00| | PIPE END SECTION, 900 mm | | | 0040 720-44000 7.000 EACH| 300.00000 2100.00| | CASTING, ADJUST TO GRADE | | | 0041 801-06203 1600.000 m | 1.00000 1600.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 801-06207 1602.000 m | 3.20000 5126.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 801-06640 64.000 EACH| 72.00000 4608.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0045 802-91122 18.000 EACH| 150.00000 2700.00| | SIGN, GROUND MOUNTED, RESET | | | 0046 804-06771 5.000 EACH| 25.00000 125.00| | DELINEATOR POST, FLEXIBLE | | | 0047 805-06592 130.000 m | 28.00000 3640.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0048 805-78470 875.000 m | 0.66000 577.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0049 805-78510 385.000 m | 1.95000 750.75| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0050 805-78795 272.000 m | 14.45000 3930.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0051 805-78800 4.000 EACH| 470.00000 1880.00| | SIGNAL DETECTOR HOUSING INSTALL | | | 0052 805-92951 1.000 EACH| 275.00000 275.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0053 808-06695 142.000 m | 2.65000 376.30| | LINE, PAINT, SOLID, WHITE, 125 mm for | | | Parking Stalls | | | 0054 808-06703 124.000 m | 0.88000 109.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0055 808-06713 28960.000 m | 0.27000 7819.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-74815 23.000 m | 6.00000 138.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0057 808-75240 3971.000 m | 0.88000 3494.48| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 808-75245 13024.000 m | 0.88000 11461.12| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75274 200.000 m | 4.00000 800.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0060 808-75278 40.000 m | 6.00000 240.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,001,466.76 ROUTE : 13 CALL ORDER : 280 CONTRACT ID : RS-26463-A COUNTIES : KOSCIUSKO LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-75297 63.000 m | 12.00000 756.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0062 808-75320 5.000 EACH| 55.00000 275.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 5.000 EACH| 75.00000 375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75340 4.000 EACH| 275.00000 1100.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0065 808-75996 959.000 EACH| 3.50000 3356.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 959.000 EACH| 19.00000 18221.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 808-97222 3.000 EACH| 100.00000 300.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0068 304-07489 200.000 Mg | 74.00000 14800.00| | HMA PATCHING, TYPE A | | | 0069 601-01846 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0070 605-06120 434.000 m | 36.00000 15624.00| | CURB, CONCRETE | | | 0071 401-07638 20432.000 Mg | 28.00000 572096.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0072 202-90277 1.000 EACH| 200.00000 200.00| | DETECTOR HOUSING, REMOVE | | | 0073 805-01842 2.000 EACH| 600.00000 1200.00| | HANDHOLE, SIGNAL | | | 0074 805-01843 1.000 EACH| 250.00000 250.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | SECTION TOTALS | $ 2,134,265.89| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,134,265.89| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 390,148.55 ROUTE : US 20 CALL ORDER : 290 CONTRACT ID : RS-26537-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 230800A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 324,404.35 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 405,622.85 125.0361% 3 35-1065659 BROOKS CONSTRUCTION $ 471,873.35 145.4583% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1000.00000 1000.00| 20000.00000 20000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1200.00000 7200.00| 1800.00000 10800.00| 1400.00000 8400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 17000.000 SYS | 1.25000 21250.00| 2.50000 42500.00| 1.60000 27200.00 SURFACE MILLING, ASPHALT | | | 0005 202-98488 6.000 EACH| 200.00000 1200.00| 180.00000 1080.00| 90.00000 540.00 PIPE END SECTION, REMOVE | | | 0006 303-07449 2000.000 TON | 18.00000 36000.00| 2.00000 4000.00| 9.00000 18000.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 404-05511 17000.000 SYS | 1.20000 20400.00| 2.50000 42500.00| 1.90000 32300.00 SEAL COAT, 2 | | | 0009 406-05520 10.000 TON | 250.00000 2500.00| 375.00000 3750.00| 150.00000 1500.00 ASPHALT FOR TACK COAT | | | 0010 506-06333 26.700 SYS | 90.00000 2403.00| 120.00000 3204.00| 135.00000 3604.50 PCCP PATCHING, FULL DEPTH | | | 0011 507-07479 600.000 TON | 138.00000 82800.00| 143.00000 85800.00| 305.00000 183000.00 HMA PARTIAL DEPTH PATCH | | | 0012 602-06729 180.000 EACH| 4.00000 720.00| 4.00000 720.00| 4.00000 720.00 BARRIER DELINEATOR | | | 0013 612-04315 20.000 TON | 810.00000 16200.00| 810.00000 16200.00| 810.00000 16200.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0014 612-60410 320.000 EACH| 7.25000 2320.00| 7.25000 2320.00| 7.25000 2320.00 DRILLED HOLE FOR UNDERSEAL | | | 0015 715-01662 750.000 LFT | 3.75000 2812.50| 3.00000 2250.00| 8.50000 6375.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 390,148.55 ROUTE : US 20 CALL ORDER : 290 CONTRACT ID : RS-26537-A COUNTIES : ST. JOSEPH LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-46000 4.000 EACH| 400.00000 1600.00| 250.00000 1000.00| 160.00000 640.00 PIPE END SECTION, 12 IN. | | | 0017 715-46005 1.000 EACH| 500.00000 500.00| 275.00000 275.00| 185.00000 185.00 PIPE END SECTION, 15 IN. | | | 0018 715-46040 1.000 EACH| 750.00000 750.00| 725.00000 725.00| 530.00000 530.00 PIPE END SECTION, 36 IN. | | | 0019 801-01093 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-06640 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 60.00000 720.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 16000.00000 16000.00| 12000.00000 12000.00| 11610.00000 11610.00 MAINTAINING TRAFFIC | | | 0022 801-09133 5.000 EACH| 2795.00000 13975.00| 2795.00000 13975.00| 2795.00000 13975.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0023 808-03002 3250.000 LFT | 0.35000 1137.50| 0.35000 1137.50| 0.35000 1137.50 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0024 808-03631 20861.000 LFT | 0.35000 7301.35| 0.35000 7301.35| 0.35000 7301.35 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0025 808-03632 12537.000 LFT | 0.35000 4387.95| 0.35000 4387.95| 0.35000 4387.95 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0026 808-05534 5457.000 LFT | 0.65000 3547.05| 0.65000 3547.05| 0.65000 3547.05 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0027 808-05535 620.000 LFT | 9.00000 5580.00| 9.00000 5580.00| 9.00000 5580.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0029 401-07395 1750.000 TON | 30.00000 52500.00| 55.00000 96250.00| 50.00000 87500.00 QC/QA-HMA, 1, 70, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 324,404.35| $ 405,622.85| $ 471,873.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,404.35| $ 405,622.85| $ 471,873.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,858.54 ROUTE : 13 CALL ORDER : 310 CONTRACT ID : RS-26585-A COUNTIES : ELKHART LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 552000J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 323,714.60 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 335,547.63 103.6553% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 342,413.96 105.7764% 4 35-0997978 PHEND & BROWN, INC. $ 371,079.65 114.6317% 5 35-1139301 E & B PAVING, INC. $ 432,609.35 133.6391% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1500.00000 9000.00| 1990.00000 11940.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 16100.00000 16100.00| 16500.00000 16500.00| 16835.00000 16835.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 60639.000 SYS | 0.15000 9095.85| 0.32000 19404.48| 0.25000 15159.75 SURFACE MILLING, ASPHALT | | | 0004 202-74035 2.000 EACH| 25.00000 50.00| 27.00000 54.00| 25.00000 50.00 SIGN, REMOVE | | | 0005 303-04075 400.000 TON | 11.00000 4400.00| 14.50000 5800.00| 15.00000 6000.00 COMPACTED AGGREGATE, O, 73 | | | 0006 304-07490 611.000 TON | 63.00000 38493.00| 52.95000 32352.45| 64.60000 39470.60 HMA PATCHING, TYPE B | | | 0007 401-06264 LUMP| 1000.00000 1000.00| 1620.00000 1620.00| 1300.00000 1300.00 PROFILOGRAPH, HMA | | | 0008 401-07322 5219.000 TON | 32.00000 167008.00| 31.00000 161789.00| 33.00000 172227.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0009 406-05520 20.000 TON | 150.00000 3000.00| 100.00000 2000.00| 400.00000 8000.00 ASPHALT FOR TACK COAT | | | 0010 610-07487 350.000 TON | 59.00000 20650.00| 60.00000 21000.00| 59.84000 20944.00 HMA FOR APPROACHES, TYPE B | | | 0011 615-06520 8.000 EACH| 275.00000 2200.00| 450.00000 3600.00| 150.00000 1200.00 MONUMENT, RE-ESTABLISH | | | 0012 715-91219 50.000 LFT | 125.00000 6250.00| 215.00000 10750.00| 133.74000 6687.00 PIPE, POLYETHYLENE LINER, 40 IN. | | | 0013 801-06203 2900.000 LFT | 0.50000 1450.00| 0.22000 638.00| 0.50000 1450.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,858.54 ROUTE : 13 CALL ORDER : 310 CONTRACT ID : RS-26585-A COUNTIES : ELKHART LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06207 2900.000 LFT | 0.70000 2030.00| 0.92000 2668.00| 0.92000 2668.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 24.000 EACH| 76.00000 1824.00| 96.00000 2304.00| 76.00000 1824.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 13000.00000 13000.00| 13000.00000 13000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0017 802-05704 13.000 LFT | 15.00000 195.00| 16.20000 210.60| 8.65000 112.45 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0018 802-76035 9.000 SFT | 15.00000 135.00| 16.20000 145.80| 14.49000 130.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0019 805-01843 4.000 EACH| 325.00000 1300.00| 351.00000 1404.00| 325.00000 1300.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0020 805-78470 115.000 LFT | 0.35000 40.25| 0.38000 43.70| 0.35000 40.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 40.000 LFT | 15.00000 600.00| 16.20000 648.00| 15.00000 600.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 3.000 EACH| 125.00000 375.00| 135.00000 405.00| 125.00000 375.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-06713 60250.000 LFT | 0.08200 4940.50| 0.09000 5422.50| 0.08000 4820.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-75240 3300.000 LFT | 0.28000 924.00| 0.30000 990.00| 0.28000 924.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 14300.000 LFT | 0.28000 4004.00| 0.30000 4290.00| 0.28000 4004.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75297 180.000 LFT | 3.25000 585.00| 3.51000 631.80| 3.25000 585.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75320 14.000 EACH| 55.00000 770.00| 59.40000 831.60| 55.00000 770.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 10.000 EACH| 75.00000 750.00| 81.00000 810.00| 75.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 630.000 EACH| 3.50000 2205.00| 3.25000 2047.50| 4.00000 2520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,858.54 ROUTE : 13 CALL ORDER : 310 CONTRACT ID : RS-26585-A COUNTIES : ELKHART LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 808-75998 630.000 EACH| 18.00000 11340.00| 19.44000 12247.20| 17.25000 10867.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 323,714.60| $ 335,547.63| $ 342,413.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,714.60| $ 335,547.63| $ 342,413.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,858.54 ROUTE : 13 CALL ORDER : 310 CONTRACT ID : RS-26585-A COUNTIES : ELKHART LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 300.00000 1800.00| 1600.00000 9600.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 21600.00000 21600.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 60639.000 SYS | 0.60000 36383.40| 0.40000 24255.60| SURFACE MILLING, ASPHALT | | | 0004 202-74035 2.000 EACH| 25.00000 50.00| 300.00000 600.00| SIGN, REMOVE | | | 0005 303-04075 400.000 TON | 19.00000 7600.00| 23.00000 9200.00| COMPACTED AGGREGATE, O, 73 | | | 0006 304-07490 611.000 TON | 67.00000 40937.00| 75.00000 45825.00| HMA PATCHING, TYPE B | | | 0007 401-06264 LUMP| 5000.00000 5000.00| 2700.00000 2700.00| PROFILOGRAPH, HMA | | | 0008 401-07322 5219.000 TON | 35.00000 182665.00| 44.00000 229636.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0009 406-05520 20.000 TON | 164.00000 3280.00| 125.00000 2500.00| ASPHALT FOR TACK COAT | | | 0010 610-07487 350.000 TON | 65.00000 22750.00| 105.00000 36750.00| HMA FOR APPROACHES, TYPE B | | | 0011 615-06520 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| MONUMENT, RE-ESTABLISH | | | 0012 715-91219 50.000 LFT | 140.00000 7000.00| 195.03000 9751.50| PIPE, POLYETHYLENE LINER, 40 IN. | | | 0013 801-06203 2900.000 LFT | 0.50000 1450.00| 0.20000 580.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 2900.000 LFT | 0.80000 2320.00| 0.40000 1160.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 24.000 EACH| 89.00000 2136.00| 85.00000 2040.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 10000.00000 10000.00| 12080.00000 12080.00| MAINTAINING TRAFFIC | | | 0017 802-05704 13.000 LFT | 20.00000 260.00| 15.00000 195.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0018 802-76035 9.000 SFT | 15.00000 135.00| 35.00000 315.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,858.54 ROUTE : 13 CALL ORDER : 310 CONTRACT ID : RS-26585-A COUNTIES : ELKHART LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-01843 4.000 EACH| 325.00000 1300.00| 450.00000 1800.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0020 805-78470 115.000 LFT | 0.35000 40.25| 0.15000 17.25| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 40.000 LFT | 15.00000 600.00| 6.00000 240.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 3.000 EACH| 125.00000 375.00| 100.00000 300.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-06713 60250.000 LFT | 0.08000 4820.00| 0.04000 2410.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-75240 3300.000 LFT | 0.28000 924.00| 0.18000 594.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 14300.000 LFT | 0.28000 4004.00| 0.18000 2574.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75297 180.000 LFT | 3.25000 585.00| 3.25000 585.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75320 14.000 EACH| 55.00000 770.00| 55.00000 770.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 10.000 EACH| 75.00000 750.00| 75.00000 750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 630.000 EACH| 3.50000 2205.00| 3.70000 2331.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 630.000 EACH| 18.00000 11340.00| 15.00000 9450.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 371,079.65| $ 432,609.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,079.65| $ 432,609.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,290,845.40 ROUTE : SR 71 CALL ORDER : 320 CONTRACT ID : RS-26635-A COUNTIES : BENTON LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 315600A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 820,451.81 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 874,568.95 106.5960% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2742.08000 2742.08| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2049.25000 10246.25| 2100.00000 10500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35527.11000 35527.11| 43700.00000 43700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 84939.000 SYS | 0.17000 14439.63| 0.45000 38222.55| SURFACE MILLING, ASPHALT | | | 0005 303-07449 2332.000 TON | 14.28000 33300.96| 15.50000 36146.00| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 20.000 TON | 235.15000 4703.00| 275.00000 5500.00| HMA PATCHING, TYPE A | | | 0007 304-07492 100.000 TON | 69.80000 6980.00| 105.00000 10500.00| HMA WIDENING, TYPE A | | | 0009 401-07320 6803.000 TON | 32.75000 222798.25| 33.50000 227900.50| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0010 401-07370 9202.000 TON | 30.38000 279556.76| 29.50000 271459.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0011 402-07450 324.000 TON | 90.68000 29380.32| 49.00000 15876.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0012 406-05520 43.800 TON | 141.51000 6198.14| 175.00000 7665.00| ASPHALT FOR TACK COAT | | | 0013 610-07486 1359.000 TON | 77.24000 104969.16| 55.00000 74745.00| HMA FOR APPROACHES, TYPE A | | | 0014 615-06505 7.000 EACH| 1390.37000 9732.59| 920.00000 6440.00| MONUMENT, B | | | 0015 715-03403 44.000 LFT | 60.45000 2659.80| 100.00000 4400.00| PIPE, POLYETHYLENE LINER, 15 IN. | | | 0016 720-44000 1.000 EACH| 757.58000 757.58| 500.00000 500.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,290,845.40 ROUTE : SR 71 CALL ORDER : 320 CONTRACT ID : RS-26635-A COUNTIES : BENTON LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 801-06203 8188.000 LFT | 0.60000 4912.80| 0.80000 6550.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 4094.000 LFT | 1.06000 4339.64| 1.40000 5731.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 28.000 EACH| 125.00000 3500.00| 73.00000 2044.00| CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 30353.28000 30353.28| 89650.00000 89650.00| MAINTAINING TRAFFIC | | | 0022 808-06712 8691.000 LFT | 0.14000 1216.74| 0.10000 869.10| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 71986.000 LFT | 0.14000 10078.04| 0.10000 7198.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 14712.000 LFT | 0.14000 2059.68| 0.10000 1471.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 820,451.81| $ 874,568.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 820,451.81| $ 874,568.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,449,000.00 ROUTE : SR 14 CALL ORDER : 330 CONTRACT ID : RS-26687-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 460200D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 975,011.54 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,193,035.78 122.3611% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2460.00000 2460.00| 2400.00000 2400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1375.00000 8250.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 48700.00000 48700.00| 59000.00000 59000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1331.500 LFT | 1.90000 2529.85| 2.30000 3062.45| GUARDRAIL, REMOVE | | | 0005 202-60820 128948.000 SYS | 0.27000 34815.96| 0.40000 51579.20| SURFACE MILLING, ASPHALT | | | 0006 202-93741 14.000 EACH| 325.00000 4550.00| 150.00000 2100.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-90014 1.500 STA | 870.00000 1305.00| 925.06000 1387.59| LINEAR GRADING | | | 0008 211-07454 35.000 CYS | 8.75000 306.25| 10.20000 357.00| STRUCTURE BACKFILL | | | 0009 303-04075 912.890 TON | 12.00000 10954.68| 13.95000 12734.82| COMPACTED AGGREGATE, O, 73 | | | 0010 304-07491 1933.000 TON | 43.20000 83505.60| 50.00000 96650.00| HMA PATCHING, TYPE C | | | 0011 304-07494 171.930 TON | 31.15000 5355.62| 50.00000 8596.50| HMA WIDENING, TYPE C | | | 0012 401-06264 LUMP| 2590.00000 2590.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0013 401-07323 13664.000 TON | 27.42000 374666.88| 34.00000 464576.00| QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0014 401-07393 5071.790 TON | 21.15000 107268.36| 25.00000 126794.75| QC/QA-HMA, 4, 64, INTERMEDIATE, 19.0 mm | | | 0015 406-05520 51.000 TON | 1.00000 51.00| 145.00000 7395.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,449,000.00 ROUTE : SR 14 CALL ORDER : 330 CONTRACT ID : RS-26687-A COUNTIES : ALLEN LETTING DATE : 01/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01942 1.000 EACH| 1135.00000 1135.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 17 FT. RADIUS | | | 0017 601-02136 1.000 EACH| 1135.00000 1135.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 8 FT. 6 IN. RADIUS | | | 0018 601-94689 14.000 EACH| 1890.00000 26460.00| 2525.76000 35360.64| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 1050.00000 1050.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 1287.500 LFT | 9.90000 12746.25| 9.10000 11716.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 606-07484 11680.000 LFT | 0.26000 3036.80| 0.43000 5022.40| MILLED HMA SHOULDER CORRUGATIONS | | | 0023 615-06520 6.000 EACH| 284.85000 1709.10| 218.25000 1309.50| MONUMENT, RE-ESTABLISH | | | 0024 715-02631 2.000 EACH| 1139.45000 2278.90| 1352.23000 2704.46| SAFETY METAL END SECTION, 6:1, 35 IN, X | | | 24 IN. | | | 0025 715-05235 58.000 LFT | 129.85000 7531.30| 85.62000 4965.96| PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0026 720-44000 8.000 EACH| 392.80000 3142.40| 250.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0027 801-06203 6468.000 LFT | 0.01000 64.68| 0.300