INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/17/02 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,029,091.75 ROUTE : BUTLER AVENUE CALL ORDER : 490 CONTRACT ID : B -25508-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : D180002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 929,576.94 100.0000% 2 35-1374866 PRIMCO, INC. $ 986,677.79 106.1426% 3 35-1057237 MCCOY, R.L., INC. $ 1,088,868.55 117.1359% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 950.00000 7600.00| 1232.95000 9863.60| 1800.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 9407.98000 9407.98| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 49333.88000 49333.88| 54000.00000 54000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 19733.55000 19733.55| 9500.00000 9500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 170184.60000 170184.60| 155000.00000 155000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1925.000 m3 | 16.00000 30800.00| 32.00000 61600.00| 32.00000 61600.00 EXCAVATION, COMMON | | | 0007 206-51230 1135.000 m3 | 23.00000 26105.00| 21.00000 23835.00| 34.00000 38590.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 211-02060 4658.000 m3 | 23.00000 107134.00| 12.06000 56175.48| 28.00000 130424.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 211-06467 16.000 m3 | 90.00000 1440.00| 74.23000 1187.68| 32.00000 512.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 1463.000 Mg | 16.50000 24139.50| 17.35000 25383.05| 18.00000 26334.00 COMPACTED AGGREGATE, O, 53 | | | 0011 402-05468 443.000 Mg | 39.00000 17277.00| 37.80000 16745.40| 37.80000 16745.40 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 367.000 Mg | 46.00000 16882.00| 44.00000 16148.00| 44.00000 16148.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 170.000 Mg | 58.00000 9860.00| 56.90000 9673.00| 56.90000 9673.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 186.000 Mg | 52.00000 9672.00| 50.00000 9300.00| 50.00000 9300.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/17/02 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,029,091.75 ROUTE : BUTLER AVENUE CALL ORDER : 490 CONTRACT ID : B -25508-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05511 825.000 m2 | 3.10000 2557.50| 3.00000 2475.00| 3.00000 2475.00 SEAL COAT, 2 | | | 0016 405-05518 2390.000 m2 | 0.80000 1912.00| 0.70000 1673.00| 0.70000 1673.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 4150.000 m2 | 0.10000 415.00| 0.05000 207.50| 0.05000 207.50 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 1.000 EACH| 1700.00000 1700.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-94689 4.000 EACH| 2320.00000 9280.00| 2200.00000 8800.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 64.770 m | 35.50000 2299.34| 34.00000 2202.18| 34.00000 2202.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 603-03829 66.000 m | 188.00000 12408.00| 180.00000 11880.00| 180.00000 11880.00 FENCE , PEDESTRIAN | | | 0023 603-06045 18.000 m | 115.00000 2070.00| 110.00000 1980.00| 110.00000 1980.00 FENCE, CHAIN LINK, 1220 mm | | | 0024 605-06090 27.800 m | 35.00000 973.00| 87.00000 2418.60| 48.00000 1334.40 CURB, INTEGRAL, CONCRETE | | | 0025 605-06121 10.000 m | 37.00000 370.00| 141.00000 1410.00| 45.00000 450.00 CURB, CONCRETE, B | | | 0026 610-05527 18.000 Mg | 88.00000 1584.00| 84.50000 1521.00| 84.50000 1521.00 HMA FOR APPROACHES | | | 0027 610-06257 118.000 m2 | 55.00000 6490.00| 70.00000 8260.00| 74.00000 8732.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 615-06505 2.000 EACH| 480.00000 960.00| 460.00000 920.00| 460.00000 920.00 MONUMENT, B | | | 0029 616-02320 64.000 m2 | 4.10000 262.40| 3.77000 241.28| 3.00000 192.00 GEOTEXTILES | | | 0030 621-01004 2.000 EACH| 425.00000 850.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01882 25.000 kg | 8.30000 207.50| 8.00000 200.00| 8.00000 200.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0032 621-06548 5.000 kg | 54.00000 270.00| 53.00000 265.00| 53.00000 265.00 SEED MIXTURE, CV | | | 0033 621-06560 2700.000 m2 | 1.00000 2700.00| 0.90000 2430.00| 0.90000 2430.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/17/02 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,029,091.75 ROUTE : BUTLER AVENUE CALL ORDER : 490 CONTRACT ID : B -25508-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06567 27.000 kL | 1.10000 29.70| 1.00000 27.00| 1.00000 27.00 WATER | | | 0035 621-06575 1470.000 m2 | 3.40000 4998.00| 3.25000 4777.50| 3.25000 4777.50 SODDING, NURSERY | | | 0036 622-52436 4.000 EACH| 28.00000 112.00| 27.00000 108.00| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 80.000 EACH| 11.50000 920.00| 11.00000 880.00| 80.00000 6400.00 SEEDLING | | | 0038 701-01849 294.000 m | 130.00000 38220.00| 81.27000 23893.38| 75.00000 22050.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 701-99086 24.000 EACH| 175.00000 4200.00| 145.00000 3480.00| 200.00000 4800.00 PILE TIP, STEEL SHELL | | | 0040 702-51005 87.800 m3 | 430.00000 37754.00| 400.00000 35120.00| 400.00000 35120.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51863 40.000 EACH| 12.00000 480.00| 12.17000 486.80| 12.00000 480.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 6875.000 kg | 1.25000 8593.75| 1.23000 8456.25| 1.20000 8250.00 REINFORCING STEEL | | | 0043 703-51032 15392.000 kg | 1.35000 20779.20| 1.33000 20471.36| 1.30000 20009.60 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 74.000 EACH| 14.00000 1036.00| 17.41000 1288.34| 15.00000 1110.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 113.600 m3 | 250.00000 28400.00| 360.00000 40896.00| 425.00000 48280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1100.00000 4400.00| 900.00000 3600.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 11.700 m3 | 650.00000 7605.00| 560.00000 6552.00| 450.00000 5265.00 CONCRETE, C, RAILING | | | 0048 707-05977 407.000 m2 | 405.00000 164835.00| 310.00000 126170.00| 275.00000 111925.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0049 709-51821 LUMP| 4500.00000 4500.00| 1884.70000 1884.70| 4000.00000 4000.00 SURFACE SEAL | | | 0050 715-01336 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 2500.00000 5000.00 GATE VALVE, 300 mm | | | 0051 715-05169 6.500 m | 120.00000 780.00| 211.00000 1371.50| 211.00000 1371.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05407 38.000 m | 28.00000 1064.00| 24.44000 928.72| 40.00000 1520.00 PIPE, END BENT DRAIN, 150 mm | | | 0053 715-46005 2.000 EACH| 200.00000 400.00| 320.00000 640.00| 320.00000 640.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/17/02 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,029,091.75 ROUTE : BUTLER AVENUE CALL ORDER : 490 CONTRACT ID : B -25508-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-96670 98.300 m | 190.00000 18677.00| 240.00000 23592.00| 280.00000 27524.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0055 728-98377 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 5000.00000 5000.00 MASONRY COATING | | | 0056 731-93945 739.000 m2 | 100.00000 73900.00| 92.02000 68002.78| 130.00000 96070.00 FACE PANELS, CONCRETE | | | 0057 731-93946 739.000 m2 | 64.00000 47296.00| 55.00000 40645.00| 35.00000 25865.00 WALL ERECTION | | | 0058 731-93947 171.000 m | 36.00000 6156.00| 70.00000 11970.00| 45.00000 7695.00 LEVELING PAD, CONCRETE | | | 0059 732-04963 LUMP| 25000.00000 25000.00| 12536.01000 12536.01| 14000.00000 14000.00 WATER MAIN , RECESSED JOINT DUCTILE | | | IRON, BRACKET SUPPORTED, 300 mm | | | 0060 732-93923 78.000 kg | 28.00000 2184.00| 90.00000 7020.00| 90.00000 7020.00 DUCTILE IRON WATER PIPE FITTINGS | | | 0061 801-06606 4.000 EACH| 100.00000 400.00| 135.00000 540.00| 140.00000 560.00 BARRICADE, IIIB | | | 0062 801-06640 6.000 EACH| 100.00000 600.00| 142.50000 855.00| 145.00000 870.00 CONSTRUCTION SIGN, A | | | 0063 802-76025 3.670 m2 | 215.00000 789.05| 140.85000 516.92| 141.00000 517.47 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76055 25.000 m | 22.00000 550.00| 16.55000 413.75| 17.00000 425.00 SIGN POST, A | | | SECTION TOTALS | $ 929,576.94| $ 986,677.79| $ 1,088,868.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 929,576.94| $ 986,677.79| $ 1,088,868.55 ====================================================================================================================================