INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 338400F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 380,949.28 100.0000% 2 37-0797609 FEUTZ CONTRACTORS, INC. $ 398,191.92 104.5262% 3 35-1801998 CLR, INC. $ 415,186.40 108.9873% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 428,979.34 112.6079% ==================================================================================================================================== |(1) 35-1878024 |(2) 37-0797609 |(3) 35-1801998 |RAGLE, INC. |FEUTZ CONTRACTORS, INC. |CLR, 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| 4000.00000 4000.00| 8000.00000 8000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| 2505.00000 15030.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 19900.00000 19900.00| 20700.00000 20700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 6200.00000 6200.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 12700.00000 12700.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 755.000 m3 | 14.00000 10570.00| 24.00000 18120.00| 6.00000 4530.00 EXCAVATION, COMMON | | | 0007 203-02070 246.000 m3 | 15.00000 3690.00| 9.00000 2214.00| 18.00000 4428.00 BORROW | | | 0008 203-51223 111.000 m3 | 8.00000 888.00| 13.00000 1443.00| 9.00000 999.00 EXCAVATION, WATERWAY | | | 0009 205-03371 25.000 m3 | 10.00000 250.00| 12.50000 312.50| 9.00000 225.00 SEDIMENT REMOVE | | | 0010 205-06931 21.200 Mg | 25.00000 530.00| 36.00000 763.20| 35.00000 742.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 13.300 Mg | 25.00000 332.50| 82.00000 1090.60| 60.00000 798.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 605.000 m | 3.50000 2117.50| 6.00000 3630.00| 4.00000 2420.00 TEMPORARY SILT FENCE | | | 0013 211-07454 100.400 m3 | 25.00000 2510.00| 40.00000 4016.00| 35.00000 3514.00 STRUCTURE BACKFILL | | | 0014 213-52830 96.800 m3 | 125.00000 12100.00| 108.00000 10454.40| 146.00000 14132.80 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 37-0797609 |(3) 35-1801998 |RAGLE, INC. |FEUTZ CONTRACTORS, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 1100.000 Mg | 16.00000 17600.00| 16.00000 17600.00| 15.00000 16500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08043 447.600 m2 | 6.00000 2685.60| 6.42000 2873.59| 6.00000 2685.60 MILLING, TRANSITION | | | 0017 402-07433 210.000 Mg | 80.15000 16831.50| 88.00000 18480.00| 90.00000 18900.00 HMA SURFACE, TYPE B | | | 0018 402-07438 970.000 Mg | 44.77000 43426.90| 49.00000 47530.00| 44.77000 43426.90 HMA INTERMEDIATE, TYPE B | | | 0019 402-07440 174.600 Mg | 77.04000 13451.18| 84.00000 14666.40| 77.04000 13451.18 HMA BASE, TYPE A | | | 0020 402-07441 350.000 Mg | 62.34000 21819.00| 68.00000 23800.00| 62.34000 21819.00 HMA BASE, TYPE B | | | 0021 404-05511 969.800 m2 | 3.73000 3617.35| 4.00000 3879.20| 3.73000 3617.35 SEAL COAT, 2 | | | 0022 405-05518 1925.000 m2 | 0.76000 1463.00| 0.80000 1540.00| 0.76000 1463.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.200 Mg | 313.64000 690.01| 345.00000 759.00| 313.64000 690.01 ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1725.00000 1725.00| 1890.00000 1890.00| 1925.00000 1925.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-94689 3.000 EACH| 1850.00000 5550.00| 2000.00000 6000.00| 2050.00000 6150.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 180.975 m | 30.30000 5483.54| 33.00000 5972.18| 34.00000 6153.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 40.300 Mg | 122.14000 4922.24| 134.00000 5400.20| 200.00000 8060.00 HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 175.00000 175.00| 135.00000 135.00| 300.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 14.000 EACH| 110.00000 1540.00| 93.00000 1302.00| 125.00000 1750.00 RIGHT OF WAY MARKER | | | 0030 616-02320 287.000 m2 | 2.50000 717.50| 1.87000 536.69| 3.50000 1004.50 GEOTEXTILES | | | 0031 616-05689 380.000 Mg | 20.00000 7600.00| 35.00000 13300.00| 19.00000 7220.00 RIPRAP, CLASS 2 | | | 0032 616-06405 56.000 Mg | 20.00000 1120.00| 23.00000 1288.00| 30.00000 1680.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 650.00000 1300.00| 715.00000 1430.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01371 24.600 kg | 13.34000 328.16| 14.50000 356.70| 25.00000 615.00 SEED MIXTURE, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 37-0797609 |(3) 35-1801998 |RAGLE, INC. |FEUTZ CONTRACTORS, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06545 0.472 Mg | 600.00000 283.20| 418.00800 197.30| 2000.00000 944.00 FERTILIZER | | | 0036 621-06548 2.300 kg | 82.00000 188.60| 90.00000 207.00| 82.00000 188.60 SEED MIXTURE, CV | | | 0037 621-06553 62.200 kg | 6.84000 425.45| 7.50000 466.50| 16.00000 995.20 SEED MIXTURE, R | | | 0038 621-06565 2.370 Mg | 452.00000 1071.24| 497.00000 1177.89| 505.00000 1196.85 MULCHING MATERIAL | | | 0039 621-06567 1.100 kL | 0.55000 0.61| 0.60000 0.66| 0.01000 0.01 WATER | | | 0040 621-06574 60.800 m2 | 22.15000 1346.72| 24.00000 1459.20| 35.00000 2128.00 SODDING | | | 0041 622-52436 4.000 EACH| 28.00000 112.00| 30.00000 120.00| 32.00000 128.00 SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 25.000 EACH| 8.25000 206.25| 9.00000 225.00| 10.00000 250.00 SEEDLING | | | 0043 622-98200 4.000 EACH| 28.00000 112.00| 30.00000 120.00| 32.00000 128.00 SIGN, DO NOT DISTURB | | | 0044 701-51195 234.000 m | 60.00000 14040.00| 81.00000 18954.00| 50.00000 11700.00 PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 26.000 EACH| 150.00000 3900.00| 80.00000 2080.00| 175.00000 4550.00 PILE TIP, STEEL H 310X79 | | | 0046 702-51005 17.600 m3 | 850.00000 14960.00| 1000.00000 17600.00| 840.00000 14784.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 45.000 m3 | 600.00000 27000.00| 550.00000 24750.00| 675.00000 30375.00 CONCRETE, B, FOOTINGS | | | 0048 703-51030 3553.000 kg | 1.60000 5684.80| 1.54000 5471.62| 2.25000 7994.25 REINFORCING STEEL | | | 0049 706-03705 7.620 m | 125.00000 952.50| 223.00000 1699.26| 400.00000 3048.00 BRIDGE RAIL , CURB MOUNT, MODIFIED | | | W-BEAM | | | 0050 709-51821 LUMP| 250.00000 250.00| 1400.00000 1400.00| 650.00000 650.00 SURFACE SEAL | | | 0051 715-05169 11.600 m | 60.00000 696.00| 92.00000 1067.20| 73.00000 846.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05173 11.000 m | 125.00000 1375.00| 110.00000 1210.00| 88.00000 968.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0053 715-46005 2.000 EACH| 110.00000 220.00| 205.00000 410.00| 182.00000 364.00 PIPE END SECTION, 375 mm | | | 0054 715-46020 2.000 EACH| 250.00000 500.00| 295.00000 590.00| 230.00000 460.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 37-0797609 |(3) 35-1801998 |RAGLE, INC. |FEUTZ CONTRACTORS, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 723-06913 13.716 m | 4000.00000 54864.00| 3400.00000 46634.40| 5125.00000 70294.50 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2700 mm | | | 0056 801-04308 2.000 EACH| 215.00000 430.00| 235.00000 470.00| 240.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 14.000 EACH| 95.00000 1330.00| 104.00000 1456.00| 150.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 14.000 EACH| 92.50000 1295.00| 101.00000 1414.00| 80.00000 1120.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 2.000 EACH| 30.00000 60.00| 33.00000 66.00| 100.00000 200.00 CONSTRUCTION SIGN, B | | | 0060 801-07118 72.000 m | 25.75000 1854.00| 28.00000 2016.00| 20.00000 1440.00 BARRICADE, III-A | | | 0061 801-07119 48.000 m | 25.75000 1236.00| 28.00000 1344.00| 20.00000 960.00 BARRICADE, III-B | | | 0062 808-01226 14.000 EACH| 71.50000 1001.00| 78.00000 1092.00| 80.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0063 808-06703 628.000 m | 1.90000 1193.20| 2.00000 1256.00| 1.90000 1193.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-75240 78.500 m | 1.85000 145.23| 1.95000 153.08| 3.00000 235.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0065 808-75245 45.000 m | 2.50000 112.50| 2.75000 123.75| 3.00000 135.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75996 14.000 EACH| 5.00000 70.00| 5.60000 78.40| 20.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 380,949.28| $ 398,191.92| $ 415,186.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 380,949.28| $ 398,191.92| $ 415,186.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | 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| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1450.00000 8700.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21410.00000 21410.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8538.00000 8538.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7500.00000 7500.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 755.000 m3 | 27.17000 20513.35| | EXCAVATION, COMMON | | | 0007 203-02070 246.000 m3 | 21.13000 5197.98| | BORROW | | | 0008 203-51223 111.000 m3 | 47.54000 5276.94| | EXCAVATION, WATERWAY | | | 0009 205-03371 25.000 m3 | 34.32000 858.00| | SEDIMENT REMOVE | | | 0010 205-06931 21.200 Mg | 49.00000 1038.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 13.300 Mg | 41.00000 545.30| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 605.000 m | 5.25000 3176.25| | TEMPORARY SILT FENCE | | | 0013 211-07454 100.400 m3 | 29.38000 2949.75| | STRUCTURE BACKFILL | | | 0014 213-52830 96.800 m3 | 117.52000 11375.94| | FLOWABLE MORTAR | | | 0015 301-07448 1100.000 Mg | 20.12000 22132.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08043 447.600 m2 | 7.00000 3133.20| | MILLING, TRANSITION | | | 0017 402-07433 210.000 Mg | 82.15000 17251.50| | HMA SURFACE, TYPE B | | | 0018 402-07438 970.000 Mg | 46.77000 45366.90| | HMA INTERMEDIATE, TYPE B | | | 0019 402-07440 174.600 Mg | 79.04000 13800.38| | HMA BASE, TYPE A | | | 0020 402-07441 350.000 Mg | 64.34000 22519.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 969.800 m2 | 3.85000 3733.73| | SEAL COAT, 2 | | | 0022 405-05518 1925.000 m2 | 0.80000 1540.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.200 Mg | 325.00000 715.00| | ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-94689 3.000 EACH| 2100.00000 6300.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 180.975 m | 31.00000 5610.23| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 40.300 Mg | 124.14000 5002.84| | HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 205.00000 205.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 14.000 EACH| 115.00000 1610.00| | RIGHT OF WAY MARKER | | | 0030 616-02320 287.000 m2 | 2.10000 602.70| | GEOTEXTILES | | | 0031 616-05689 380.000 Mg | 30.81000 11707.80| | RIPRAP, CLASS 2 | | | 0032 616-06405 56.000 Mg | 31.06000 1739.36| | RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01371 24.600 kg | 9.50000 233.70| | SEED MIXTURE, LEGUME, 2 | | | 0035 621-06545 0.472 Mg | 775.00000 365.80| | FERTILIZER | | | 0036 621-06548 2.300 kg | 69.00000 158.70| | SEED MIXTURE, CV | | | 0037 621-06553 62.200 kg | 8.90000 553.58| | SEED MIXTURE, R | | | 0038 621-06565 2.370 Mg | 510.00000 1208.70| | MULCHING MATERIAL | | | 0039 621-06567 1.100 kL | 1.00000 1.10| | WATER | | | 0040 621-06574 60.800 m2 | 15.00000 912.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 622-52436 4.000 EACH| 32.00000 128.00| | SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 25.000 EACH| 13.00000 325.00| | SEEDLING | | | 0043 622-98200 4.000 EACH| 32.00000 128.00| | SIGN, DO NOT DISTURB | | | 0044 701-51195 234.000 m | 85.00000 19890.00| | PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 26.000 EACH| 87.70000 2280.20| | PILE TIP, STEEL H 310X79 | | | 0046 702-51005 17.600 m3 | 920.57000 16202.03| | CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 45.000 m3 | 398.93000 17951.85| | CONCRETE, B, FOOTINGS | | | 0048 703-51030 3553.000 kg | 1.89000 6715.17| | REINFORCING STEEL | | | 0049 706-03705 7.620 m | 210.00000 1600.20| | BRIDGE RAIL , CURB MOUNT, MODIFIED | | | W-BEAM | | | 0050 709-51821 LUMP| 3100.00000 3100.00| | SURFACE SEAL | | | 0051 715-05169 11.600 m | 115.41000 1338.76| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05173 11.000 m | 136.68000 1503.48| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0053 715-46005 2.000 EACH| 453.13000 906.26| | PIPE END SECTION, 375 mm | | | 0054 715-46020 2.000 EACH| 562.76000 1125.52| | PIPE END SECTION, 600 mm | | | 0055 723-06913 13.716 m | 5292.84000 72596.59| | STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2700 mm | | | 0056 801-04308 2.000 EACH| 220.00000 440.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 14.000 EACH| 100.00000 1400.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 14.000 EACH| 75.00000 1050.00| | CONSTRUCTION SIGN, A | | | 0059 801-06645 2.000 EACH| 31.00000 62.00| | CONSTRUCTION SIGN, B | | | 0060 801-07118 72.000 m | 27.00000 1944.00| | BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,509.63 ROUTE : 63 CALL ORDER : 220 CONTRACT ID : R -24071-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-07119 48.000 m | 27.00000 1296.00| | BARRICADE, III-B | | | 0062 808-01226 14.000 EACH| 72.00000 1008.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0063 808-06703 628.000 m | 1.95000 1224.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-75240 78.500 m | 1.90000 149.15| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0065 808-75245 45.000 m | 2.60000 117.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75996 14.000 EACH| 26.00000 364.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 428,979.34| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,979.34| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,546.25 ROUTE : 7 CALL ORDER : 230 CONTRACT ID : R -25257-A COUNTIES : JEFFERSON LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/24/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2072005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 368,698.50 100.0000% 2 35-1568035 HOLMAN EXCAVATING $ 516,004.82 139.9530% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 531,000.00 144.0201% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1568035 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HOLMAN EXCAVATING |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 5200.00000 5200.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 785.00000 9420.00| 1500.00000 18000.00| 2900.00000 34800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15700.00000 15700.00| 35122.17000 35122.17| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5100.00000 5100.00| 15960.00000 15960.00| 10600.00000 10600.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 28.000 LFT | 10.00000 280.00| 20.00000 560.00| 11.00000 308.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-02278 35.000 LFT | 3.00000 105.00| 15.00000 525.00| 12.00000 420.00 CURB, CONCRETE, REMOVE | | | 0007 202-60820 4893.000 SYS | 1.40000 6850.20| 1.62000 7926.66| 2.00000 9786.00 SURFACE MILLING, ASPHALT | | | 0008 202-90883 32.000 SYS | 3.50000 112.00| 50.00000 1600.00| 2.00000 64.00 OVERLAY, CONCRETE, REMOVE | | | 0009 203-02000 549.000 CYS | 15.00000 8235.00| 35.00000 19215.00| 30.00000 16470.00 EXCAVATION, COMMON | | | 0010 203-02070 285.000 CYS | 25.00000 7125.00| 15.00000 4275.00| 15.00000 4275.00 BORROW | | | 0011 203-02080 0.250 MILE| 36300.00000 9075.00| 52608.00000 13152.00| 15000.00000 3750.00 LINEAR GRADING | | | 0012 205-06931 10.000 TON | 24.00000 240.00| 60.00000 600.00| 70.00000 700.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 40.000 LFT | 7.00000 280.00| 16.85000 674.00| 15.00000 600.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 9.000 EACH| 60.00000 540.00| 63.25000 569.25| 60.00000 540.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,546.25 ROUTE : 7 CALL ORDER : 230 CONTRACT ID : R -25257-A COUNTIES : JEFFERSON LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1568035 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HOLMAN EXCAVATING |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 1600.000 LFT | 1.00000 1600.00| 1.65000 2640.00| 1.50000 2400.00 TEMPORARY SILT FENCE | | | 0016 207-07500 1738.000 SYS | 3.35000 5822.30| 9.25000 16076.50| 15.00000 26070.00 SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 728.000 CYS | 14.00000 10192.00| 25.00000 18200.00| 28.00000 20384.00 STRUCTURE BACKFILL | | | 0018 303-01180 172.000 TON | 15.00000 2580.00| 20.00000 3440.00| 20.00000 3440.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07490 30.000 TON | 65.00000 1950.00| 148.26000 4447.80| 90.00000 2700.00 HMA PATCHING, TYPE B | | | 0020 401-06264 LUMP| 1200.00000 1200.00| 2760.00000 2760.00| 500.00000 500.00 PROFILOGRAPH, HMA | | | 0021 402-07433 583.000 TON | 49.00000 28567.00| 67.30000 39235.90| 54.00000 31482.00 HMA SURFACE, TYPE B | | | 0022 402-07438 232.000 TON | 46.00000 10672.00| 55.80000 12945.60| 52.00000 12064.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 835.000 TON | 35.00000 29225.00| 50.31000 42008.85| 48.00000 40080.00 HMA BASE, TYPE B | | | 0024 405-05518 1686.000 SYS | 0.50000 843.00| 0.97000 1635.42| 1.00000 1686.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 8755.000 SYS | 0.10000 875.50| 0.15000 1313.25| 0.10000 875.50 ASPHALT FOR TACK COAT | | | 0026 601-91147 1.000 EACH| 750.00000 750.00| 862.50000 862.50| 750.00000 750.00 GUARD RAIL END TREATMENT, RESET | | | 0027 610-07486 93.000 TON | 55.00000 5115.00| 99.62000 9264.66| 65.00000 6045.00 HMA FOR APPROACHES, TYPE A | | | 0028 615-06490 14.000 EACH| 125.00000 1750.00| 132.25000 1851.50| 115.00000 1610.00 RIGHT OF WAY MARKER | | | 0029 615-06505 5.000 EACH| 430.00000 2150.00| 494.50000 2472.50| 430.00000 2150.00 MONUMENT, B | | | 0030 616-06405 39.000 TON | 20.00000 780.00| 30.00000 1170.00| 30.00000 1170.00 RIPRAP, REVETMENT | | | 0031 621-06574 2562.000 SYS | 3.00000 7686.00| 3.30000 8454.60| 3.00000 7686.00 SODDING | | | 0032 714-44240 2.000 CYS | 275.00000 550.00| 1000.00000 2000.00| 650.00000 1300.00 CONCRETE, A, STRUCTURES | | | 0033 715-05024 300.000 LFT | 78.00000 23400.00| 64.25000 19275.00| 60.00000 18000.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0034 715-05048 1747.000 LFT | 3.00000 5241.00| 2.50000 4367.50| 8.00000 13976.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0035 715-05053 210.000 LFT | 11.00000 2310.00| 15.00000 3150.00| 13.00000 2730.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,546.25 ROUTE : 7 CALL ORDER : 230 CONTRACT ID : R -25257-A COUNTIES : JEFFERSON LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1568035 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HOLMAN EXCAVATING |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05151 60.000 LFT | 29.00000 1740.00| 56.75000 3405.00| 36.00000 2160.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0037 715-05152 120.000 LFT | 32.00000 3840.00| 35.15000 4218.00| 38.00000 4560.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0038 715-05232 64.000 LFT | 58.00000 3712.00| 42.00000 2688.00| 88.00000 5632.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0039 715-05344 496.000 LFT | 138.00000 68448.00| 177.85000 88213.60| 135.00000 66960.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | | SQ.FT. | | | 0040 715-05365 30.000 LFT | 58.00000 1740.00| 42.00000 1260.00| 88.00000 2640.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0041 715-07536 1.000 EACH| 1295.00000 1295.00| 1200.00000 1200.00| 1100.00000 1100.00 CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | | 0042 715-07578 1.000 EACH| 850.00000 850.00| 1365.00000 1365.00| 1200.00000 1200.00 PIPE END SECTION, MIN. AREA 12.9 SQ. FT.| | | 0043 715-07579 2.000 EACH| 800.00000 1600.00| 752.00000 1504.00| 900.00000 1800.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 2.9 SQ. FT. | | | 0044 715-46050 3.000 EACH| 240.00000 720.00| 225.00000 675.00| 300.00000 900.00 PIPE END SECTION, MIN. AREA 1.6 SQ. FT. | | | 0045 715-46065 2.000 EACH| 275.00000 550.00| 270.00000 540.00| 400.00000 800.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0046 718-06531 2.000 EACH| 400.00000 800.00| 600.00000 1200.00| 350.00000 700.00 OUTLET PROTECTOR, 3 | | | 0047 718-52610 157.000 CYS | 22.00000 3454.00| 25.00000 3925.00| 28.00000 4396.00 AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 1203.000 SYS | 1.00000 1203.00| 1.55000 1864.65| 2.00000 2406.00 GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 5.000 EACH| 300.00000 1500.00| 500.00000 2500.00| 250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0050 720-45030 1.000 EACH| 1000.00000 1000.00| 862.50000 862.50| 1200.00000 1200.00 INLET, E7 | | | 0051 720-45275 2.000 EACH| 795.00000 1590.00| 575.00000 1150.00| 1100.00000 2200.00 PIPE CATCH BASIN, 24 IN. | | | 0052 720-90129 3.000 EACH| 2725.00000 8175.00| 2331.11000 6993.33| 4500.00000 13500.00 MANHOLE, J2 | | | 0053 720-95335 1.000 EACH| 5600.00000 5600.00| 8743.51000 8743.51| 7000.00000 7000.00 MANHOLE, M4 | | | 0054 720-95422 1.000 EACH| 3400.00000 3400.00| 4227.11000 4227.11| 4500.00000 4500.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,546.25 ROUTE : 7 CALL ORDER : 230 CONTRACT ID : R -25257-A COUNTIES : JEFFERSON LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1568035 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HOLMAN EXCAVATING |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-95555 3.000 EACH| 5900.00000 17700.00| 10336.95000 31010.85| 7000.00000 21000.00 MANHOLE, M2 | | | 0056 720-99303 6.000 EACH| 125.00000 750.00| 100.00000 600.00| 500.00000 3000.00 CLEANOUT PROTECTORS | | | 0057 801-06203 7952.000 LFT | 0.45000 3578.40| 0.25000 1988.00| 0.50000 3976.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06216 37.000 LFT | 2.75000 101.75| 2.30000 85.10| 3.00000 111.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0059 801-06640 37.000 EACH| 100.00000 3700.00| 13.90000 514.30| 120.00000 4440.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 4.000 EACH| 40.00000 160.00| 31.65000 126.60| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 5400.00000 5400.00| 10000.00000 10000.00| 34958.75000 34958.75 MAINTAINING TRAFFIC | | | 0062 802-02475 1.000 EACH| 195.70000 195.70| 201.25000 201.25| 175.00000 175.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0063 802-05701 101.200 LFT | 14.00000 1416.80| 15.10000 1528.12| 14.00000 1416.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 68.150 SFT | 20.00000 1363.00| 21.25000 1448.19| 19.00000 1294.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0065 802-94715 LUMP| 1025.00000 1025.00| 1150.00000 1150.00| 1000.00000 1000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0066 804-06770 2.000 EACH| 20.00000 40.00| 34.50000 69.00| 18.00000 36.00 DELINEATOR POST | | | 0067 808-01045 80.000 LFT | 2.50000 200.00| 0.60000 48.00| 2.50000 200.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0068 808-06703 2215.000 LFT | 0.40000 886.00| 0.40000 886.00| 0.40000 886.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0069 808-06705 339.000 LFT | 1.00000 339.00| 0.80000 271.20| 1.10000 372.90 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0070 808-06716 7952.000 LFT | 0.35000 2783.20| 0.45000 3578.40| 0.60000 4771.20 LINE, REMOVE | | | 0071 808-75245 1066.000 LFT | 0.40000 426.40| 0.40000 426.40| 0.40000 426.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0072 808-75260 220.000 LFT | 1.75000 385.00| 1.65000 363.00| 1.60000 352.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,546.25 ROUTE : 7 CALL ORDER : 230 CONTRACT ID : R -25257-A COUNTIES : JEFFERSON LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1568035 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HOLMAN EXCAVATING |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-75278 341.000 LFT | 1.75000 596.75| 1.65000 562.65| 1.60000 545.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0074 808-75297 37.000 LFT | 3.50000 129.50| 5.50000 203.50| 3.20000 118.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75320 8.000 EACH| 59.00000 472.00| 62.10000 496.80| 60.00000 480.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 3.000 EACH| 87.00000 261.00| 75.90000 227.70| 80.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75996 12.000 EACH| 44.00000 528.00| 37.50000 450.00| 6.00000 72.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 49.000 EACH| 45.00000 2205.00| 30.00000 1470.00| 70.00000 3430.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 1018.000 LFT | 1.00000 1018.00| 0.80000 814.40| 1.20000 1221.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 368,698.50| $ 516,004.82| $ 531,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,698.50| $ 516,004.82| $ 531,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,928,261.59 ROUTE : STATE ROAD 162 CALL ORDER : 260 CONTRACT ID : R -26315-A COUNTIES : SPENCER LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5074006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,996,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,038,425.25 102.1255% 3 35-1139301 E & B PAVING, INC. $ 2,575,000.00 129.0080% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION (3R/4R STANDARD) | | | 0001 105-06845 LUMP| 7300.00000 7300.00| 20000.00000 20000.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1450.00000 15950.00| 1650.00000 18150.00| 2200.00000 24200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 100800.00000 100800.00| 100000.00000 100000.00| 127500.00000 127500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11758.05000 11758.05| 1000.00000 1000.00| 1.00000 1.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 125.000 SYS | 7.00000 875.00| 20.00000 2500.00| 20.00000 2500.00 PAVEMENT REMOVAL | | | 0007 202-74035 59.000 EACH| 60.00000 3540.00| 47.80000 2820.20| 47.80000 2820.20 SIGN, REMOVE | | | 0008 203-02000 17900.000 CYS | 8.35000 149465.00| 2.30000 41170.00| 15.00000 268500.00 EXCAVATION, COMMON | | | 0009 207-07498 9600.000 SYS | 3.30000 31680.00| 3.50000 33600.00| 0.01000 96.00 SUBGRADE TREATMENT, TYPE A | | | 0010 207-07499 54775.000 SYS | 2.75000 150631.25| 2.50000 136937.50| 2.35000 128721.25 SUBGRADE TREATMENT, TYPE B | | | 0011 211-07454 35.000 CYS | 29.00000 1015.00| 38.00000 1330.00| 67.00000 2345.00 STRUCTURE BACKFILL | | | 0012 301-07448 26640.000 TON | 11.55000 307692.00| 13.75000 366300.00| 16.00000 426240.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 225.000 TON | 90.00000 20250.00| 125.00000 28125.00| 115.00000 25875.00 HMA PATCHING, TYPE B | | | 0014 306-08033 58470.000 SYS | 0.08000 4677.60| 0.35000 20464.50| 1.00000 58470.00 MILLING, ASPHALT, 1 IN. | | | 0015 401-06264 LUMP| 2800.00000 2800.00| 3789.86000 3789.86| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,928,261.59 ROUTE : STATE ROAD 162 CALL ORDER : 260 CONTRACT ID : R -26315-A COUNTIES : SPENCER LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07320 3865.000 TON | 34.00000 131410.00| 29.75000 114983.75| 42.00000 162330.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0017 401-07321 320.000 TON | 34.00000 10880.00| 55.75000 17840.00| 55.00000 17600.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07327 4680.000 TON | 35.00000 163800.00| 36.25000 169650.00| 41.00000 191880.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0019 401-07371 445.000 TON | 33.00000 14685.00| 66.00000 29370.00| 45.00000 20025.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 401-07378 6255.000 TON | 34.00000 212670.00| 33.00000 206415.00| 37.00000 231435.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0021 401-07406 11590.000 TON | 29.00000 336110.00| 28.00000 324520.00| 34.00000 394060.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0022 401-07407 465.000 TON | 30.00000 13950.00| 55.25000 25691.25| 42.00000 19530.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 402-07451 450.000 TON | 35.00000 15750.00| 35.00000 15750.00| 46.00000 20700.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05517 103.000 TON | 270.00000 27810.00| 250.00000 25750.00| 200.00000 20600.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 47.700 TON | 175.00000 8347.50| 180.00000 8586.00| 200.00000 9540.00 ASPHALT FOR TACK COAT | | | 0026 502-06627 125.000 SYS | 50.00000 6250.00| 28.70000 3587.50| 45.00000 5625.00 PCCP, 6 IN. | | | 0027 606-07484 44425.000 LFT | 0.14000 6219.50| 0.20000 8885.00| 0.10000 4442.50 MILLED HMA SHOULDER CORRUGATIONS | | | 0028 610-07487 1550.000 TON | 42.00000 65100.00| 70.00000 108500.00| 75.00000 116250.00 HMA FOR APPROACHES, TYPE B | | | 0029 611-06497 12.000 EACH| 135.00000 1620.00| 135.00000 1620.00| 200.00000 2400.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 621-06574 200.000 SYS | 7.55000 1510.00| 12.75000 2550.00| 7.55000 1510.00 SODDING | | | 0031 715-05048 1400.000 LFT | 5.50000 7700.00| 5.10000 7140.00| 5.50000 7700.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0032 715-05053 350.000 LFT | 12.00000 4200.00| 20.25000 7087.50| 25.00000 8750.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0033 715-05169 40.000 LFT | 37.00000 1480.00| 36.00000 1440.00| 55.00000 2200.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH| 285.00000 570.00| 305.00000 610.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0035 718-06529 60.000 EACH| 530.00000 31800.00| 325.00000 19500.00| 615.00000 36900.00 OUTLET PROTECTOR, 2 | | | 0036 718-52610 115.000 CYS | 37.00000 4255.00| 28.00000 3220.00| 55.00000 6325.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,928,261.59 ROUTE : STATE ROAD 162 CALL ORDER : 260 CONTRACT ID : R -26315-A COUNTIES : SPENCER LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06203 14000.000 LFT | 0.40000 5600.00| 0.25000 3500.00| 0.40000 5600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 4600.000 LFT | 1.00000 4600.00| 0.95000 4370.00| 1.00000 4600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 30.000 EACH| 135.00000 4050.00| 125.00000 3750.00| 125.00000 3750.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 49058.84000 49058.84| 93500.00000 93500.00| 140322.76000 140322.76 MAINTAINING TRAFFIC | | | 0041 802-05701 685.000 LFT | 9.96000 6822.60| 7.43000 5089.55| 7.43000 5089.55 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0042 802-05702 350.000 LFT | 9.36000 3276.00| 6.40000 2240.00| 6.40000 2240.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0043 802-76025 228.080 SFT | 15.90000 3626.47| 14.50000 3307.16| 14.50000 3307.16 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0044 802-76035 164.250 SFT | 17.90000 2940.08| 14.75000 2422.69| 14.75000 2422.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0045 802-76045 85.875 SFT | 19.90000 1708.91| 15.30000 1313.89| 15.30000 1313.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0046 802-99045 10.000 EACH| 80.00000 800.00| 40.00000 400.00| 40.00000 400.00 SIGN REMOUNTING | | | 0047 804-06771 10.000 EACH| 32.00000 320.00| 26.60000 266.00| 26.60000 266.00 DELINEATOR POST, FLEXIBLE | | | 0048 804-76350 7.000 EACH| 32.00000 224.00| 22.05000 154.35| 22.05000 154.35 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0049 808-06703 51000.000 LFT | 0.26000 13260.00| 0.24000 12240.00| 0.24000 12240.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0050 808-75215 130.000 LFT | 2.00000 260.00| 2.25000 292.50| 2.25000 292.50 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0051 808-75240 4220.000 LFT | 0.26000 1097.20| 0.24000 1012.80| 0.24000 1012.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 20500.000 LFT | 0.26000 5330.00| 0.24000 4920.00| 0.24000 4920.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,928,261.59 ROUTE : STATE ROAD 162 CALL ORDER : 260 CONTRACT ID : R -26315-A COUNTIES : SPENCER LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75297 56.000 LFT | 5.00000 280.00| 4.50000 252.00| 4.50000 252.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75320 2.000 EACH| 100.00000 200.00| 85.00000 170.00| 85.00000 170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75350 2.000 EACH| 120.00000 240.00| 185.00000 370.00| 185.00000 370.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0056 808-75996 425.000 EACH| 4.40000 1870.00| 3.25000 1381.25| 5.15000 2188.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 475.000 EACH| 21.00000 9975.00| 18.40000 8740.00| 18.40000 8740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 306-08043 3940.000 SYS | 1.50000 5910.00| 2.50000 9850.00| 1.39000 5476.60 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,996,000.00| $ 2,038,425.25| $ 2,575,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,996,000.00| $ 2,038,425.25| $ 2,575,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 266 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,776.86 ROUTE : CALL ORDER : 266 CONTRACT ID : R -26408-C COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9913011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1256623 LOUISVILLE PAVING CO. $ 290,000.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 327,000.00 112.7586% ==================================================================================================================================== |(1) 61-1256623 |(2) 35-2040801 | |LOUISVILLE PAVING CO. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 11433.00000 11433.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 12479.00000 12479.00| 12000.00000 12000.00| CLEARING RIGHT OF WAY | | | 0004 202-02279 985.000 LFT | 5.00000 4925.00| 6.45000 6353.25| CURB AND GUTTER, REMOVE | | | 0005 202-52710 425.000 SYS | 4.00000 1700.00| 13.75000 5843.75| SIDEWALK, CONCRETE, REMOVE | | | 0006 203-02000 164.000 CYS | 35.00000 5740.00| 20.00000 3280.00| EXCAVATION, COMMON | | | 0007 203-02010 266.000 CYS | 110.00000 29260.00| 30.00000 7980.00| EXCAVATION, ROCK | | | 0008 211-02050 282.000 CYS | 35.00000 9870.00| 30.00000 8460.00| B BORROW | | | 0009 402-07433 55.100 TON | 100.00000 5510.00| 80.00000 4408.00| HMA SURFACE, TYPE B | | | 0010 402-07438 24.500 TON | 150.00000 3675.00| 80.00000 1960.00| HMA INTERMEDIATE, TYPE B | | | 0011 402-07441 18.400 TON | 150.00000 2760.00| 80.00000 1472.00| HMA BASE, TYPE B | | | 0012 604-06069 83.000 SYS | 83.00000 6889.00| 50.00000 4150.00| CURB RAMP, CONCRETE | | | 0013 604-91404 342.000 SYS | 40.00000 13680.00| 45.00000 15390.00| SIDEWALK, CONCRETE, 5 IN. | | | 0014 605-06140 985.000 LFT | 26.00000 25610.00| 20.00000 19700.00| CURB AND GUTTER, CONCRETE | | | 0015 611-03671 5.000 EACH| 1200.00000 6000.00| 910.00000 4550.00| TRASH RECEPTACLE , ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 266 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,776.86 ROUTE : CALL ORDER : 266 CONTRACT ID : R -26408-C COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1256623 |(2) 35-2040801 | |LOUISVILLE PAVING CO. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 712-03812 5.000 EACH| 1700.00000 8500.00| 1560.00000 7800.00| BENCH , ORNAMENTAL | | | 0017 715-05149 124.000 LFT | 90.00000 11160.00| 140.00000 17360.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0018 715-05151 368.000 LFT | 69.00000 25392.00| 145.00000 53360.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0019 720-45045 5.000 EACH| 1700.00000 8500.00| 3500.00000 17500.00| INLET, J10 | | | 0020 720-90984 3.000 EACH| 2100.00000 6300.00| 5000.00000 15000.00| MANHOLE, C2 | | | 0021 720-97865 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| MANHOLE, C2, MODIFIED | | | 0022 801-06640 11.000 EACH| 100.00000 1100.00| 150.00000 1650.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 6500.00000 6500.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0024 801-07119 16.000 LFT | 25.00000 400.00| 62.50000 1000.00| BARRICADE, III-B | | | 0025 807-04962 11.000 EACH| 5750.00000 63250.00| 6250.00000 68750.00| LIGHT FIXTURE, ORNAMENTAL | | | 0026 807-06603 13.000 EACH| 1100.00000 14300.00| 700.00000 9100.00| HANDHOLE, SIDEWALK | | | SECTION TOTALS | $ 290,000.00| $ 327,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,000.00| $ 327,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 56 CALL ORDER : 270 CONTRACT ID : R -26657-A COUNTIES : DUBOIS LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 1,078,525.06 100.0000% 2 35-1878024 RAGLE, INC. $ 1,088,383.60 100.9140% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,172,929.30 108.7530% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,207,874.42 111.9931% 5 35-2131982 J B I CONSTRUCTION INC. $ 1,215,714.69 112.7201% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/19/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1114013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 695,963.50 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 827,601.58 118.9145% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 843,761.50 121.2364% 4 35-1310611 DUNCAN ROBERTSON INC $ 849,977.77 122.1296% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 878,663.26 126.2513% 6 35-1212938 ATLAS EXCAVATING, INC. IRREGULAR BID $ 1,032,738.90 148.3898% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1817530 |(3) 35-1386990 |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 14000.00000 14000.00| 12600.00000 12600.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2000.00000 8000.00| 2000.00000 8000.00| 2500.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 41000.00000 41000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 97.500 m | 14.00000 1365.00| 11.60000 1131.00| 15.00000 1462.50 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 20000.00000 20000.00| 54660.00000 54660.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-74035 2.000 EACH| 1000.00000 2000.00| 25.00000 50.00| 35.00000 70.00 SIGN, REMOVE | | | 0008 203-02000 3545.500 m3 | 7.00000 24818.50| 15.95000 56550.73| 11.00000 39000.50 EXCAVATION, COMMON | | | 0009 203-02070 1858.000 m3 | 10.00000 18580.00| 13.00000 24154.00| 12.50000 23225.00 BORROW | | | 0010 203-02100 320.000 m3 | 20.00000 6400.00| 12.25000 3920.00| 22.00000 7040.00 EXCAVATION, PEAT | | | 0011 203-02132 10.000 m | 500.00000 5000.00| 100.00000 1000.00| 200.00000 2000.00 EXPLORATORY DRILLING | | | 0012 203-02215 10.000 m | 500.00000 5000.00| 150.00000 1500.00| 150.00000 1500.00 CASED TEST HOLES | | | 0013 205-06931 76.200 Mg | 24.28000 1850.14| 40.00000 3048.00| 35.00000 2667.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1817530 |(3) 35-1386990 |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06932 80.000 m | 30.00000 2400.00| 22.75000 1820.00| 5.00000 400.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 2.000 EACH| 100.00000 200.00| 70.00000 140.00| 300.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 230.000 m | 6.00000 1380.00| 4.64000 1067.20| 4.00000 920.00 TEMPORARY SILT FENCE | | | 0017 207-07502 1515.000 m2 | 7.00000 10605.00| 8.00000 12120.00| 9.00000 13635.00 SUBGRADE TREATMENT, TYPE D | | | 0018 211-07454 290.500 m3 | 20.00000 5810.00| 11.50000 3340.75| 39.00000 11329.50 STRUCTURE BACKFILL | | | 0019 213-52830 140.000 m3 | 150.00000 21000.00| 76.20000 10668.00| 135.00000 18900.00 FLOWABLE MORTAR | | | 0020 301-07448 1908.400 Mg | 17.00000 32442.80| 14.00000 26717.60| 18.50000 35305.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-06959 482.000 Mg | 17.00000 8194.00| 15.00000 7230.00| 19.00000 9158.00 AGGREGATE , NO. 2 | | | 0022 306-08043 205.000 m2 | 7.00000 1435.00| 8.50000 1742.50| 11.00000 2255.00 MILLING, TRANSITION | | | 0023 401-07321 271.800 Mg | 61.89000 16821.70| 53.89000 14647.30| 59.00000 16036.20 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 1446.200 Mg | 51.12000 73929.74| 44.45000 64283.59| 49.00000 70863.80 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 91.300 Mg | 74.00000 6756.20| 64.40000 5879.72| 70.00000 6391.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 402-07440 275.000 Mg | 53.51000 14715.25| 46.51000 12790.25| 51.00000 14025.00 HMA BASE, TYPE A | | | 0027 404-05511 1499.000 m2 | 5.00000 7495.00| 3.47000 5201.53| 4.10000 6145.90 SEAL COAT, 2 | | | 0028 404-05514 122.000 m2 | 10.00000 1220.00| 8.78000 1071.16| 9.15000 1116.30 SEAL COAT, 5 | | | 0029 405-05518 2338.000 m2 | 0.32000 748.16| 0.28000 654.64| 0.55000 1285.90 ASPHALT FOR PRIME COAT | | | 0030 406-05520 2.600 Mg | 230.00000 598.00| 218.47000 568.02| 300.00000 780.00 ASPHALT FOR TACK COAT | | | 0031 601-01626 1.000 EACH| 1523.00000 1523.00| 1325.00000 1325.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0032 601-01700 1.000 EACH| 2190.00000 2190.00| 1650.00000 1650.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01704 2.000 EACH| 1764.00000 3528.00| 1575.00000 3150.00| 1775.00000 3550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1817530 |(3) 35-1386990 |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-06035 226.700 m | 20.93000 4744.83| 18.20000 4125.94| 22.00000 4987.40 GUARDRAIL, RESET | | | 0035 601-06037 1.000 EACH| 800.00000 800.00| 650.00000 650.00| 800.00000 800.00 GUARDRAIL END TREATMENT, I | | | 0036 601-06854 2.000 EACH| 1667.00000 3334.00| 1450.00000 2900.00| 1685.00000 3370.00 GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0037 601-94689 2.000 EACH| 2128.00000 4256.00| 1900.00000 3800.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-97774 1.000 EACH| 1100.00000 1100.00| 800.00000 800.00| 975.00000 975.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0039 601-99105 57.150 m | 35.42000 2024.25| 30.80000 1760.22| 33.00000 1885.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 607-06380 198.000 m | 82.07000 16249.86| 193.80000 38372.40| 175.00000 34650.00 PAVED SIDE DITCH, K | | | 0041 610-07487 201.200 Mg | 84.50000 17001.40| 73.54000 14796.25| 80.00000 16096.00 HMA FOR APPROACHES, TYPE B | | | 0042 611-06498 1.000 EACH| 300.00000 300.00| 205.00000 205.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 15.000 EACH| 125.00000 1875.00| 110.00000 1650.00| 128.00000 1920.00 RIGHT OF WAY MARKER | | | 0044 615-06505 1.000 EACH| 700.00000 700.00| 475.00000 475.00| 600.00000 600.00 MONUMENT, B | | | 0045 615-06510 1.000 EACH| 600.00000 600.00| 435.00000 435.00| 575.00000 575.00 MONUMENT, C | | | 0046 616-02320 802.000 m2 | 4.78000 3833.56| 3.00000 2406.00| 4.00000 3208.00 GEOTEXTILES | | | 0047 616-05689 224.500 Mg | 55.00000 12347.50| 75.00000 16837.50| 50.00000 11225.00 RIPRAP, CLASS 2 | | | 0048 616-93019 561.000 m2 | 24.00000 13464.00| 38.00000 21318.00| 35.00000 19635.00 RIPRAP, GROUTED, 450 mm | | | 0049 621-01004 1.000 EACH| 400.00000 400.00| 225.00000 225.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01371 62.200 kg | 14.00000 870.80| 11.40000 709.08| 12.00000 746.40 SEED MIXTURE, LEGUME, 2 | | | 0051 621-06545 0.100 Mg | 900.00000 90.00| 756.00000 75.60| 700.00000 70.00 FERTILIZER | | | 0052 621-06548 9.600 kg | 65.00000 624.00| 55.00000 528.00| 45.00000 432.00 SEED MIXTURE, CV | | | 0053 621-06553 99.700 kg | 10.00000 997.00| 7.96000 793.61| 12.00000 1196.40 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1817530 |(3) 35-1386990 |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06565 2.300 Mg | 700.00000 1610.00| 578.00000 1329.40| 650.00000 1495.00 MULCHING MATERIAL | | | 0055 621-06567 14.500 kL | 1.20000 17.40| 1.00000 14.50| 1.00000 14.50 WATER | | | 0056 621-06574 666.400 m2 | 7.00000 4664.80| 4.92000 3278.69| 6.00000 3998.40 SODDING | | | 0057 621-52448 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 35.00000 140.00 SIGN, DO NOT SPRAY | | | 0058 622-52436 3.000 EACH| 40.00000 120.00| 25.00000 75.00| 35.00000 105.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 150.000 EACH| 11.00000 1650.00| 9.75000 1462.50| 9.00000 1350.00 SEEDLING | | | 0060 622-98200 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 35.00000 140.00 SIGN, DO NOT DISTURB | | | 0061 702-51015 16.800 m3 | 300.00000 5040.00| 400.00000 6720.00| 550.00000 9240.00 CONCRETE, B, FOOTINGS | | | 0062 703-51030 1378.000 kg | 2.00000 2756.00| 1.70000 2342.60| 1.25000 1722.50 REINFORCING STEEL | | | 0063 714-05562 513.000 m2 | 233.31000 119688.03| 416.90000 213869.70| 490.00000 251370.00 RETAINING WALL | | | 0064 714-44240 11.200 m3 | 400.00000 4480.00| 870.00000 9744.00| 550.00000 6160.00 CONCRETE, A, STRUCTURES | | | 0065 714-99194 16.500 m | 5454.55000 90000.08| 3030.00000 49995.00| 2800.00000 46200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2100 mm | | | 0066 715-05048 30.000 m | 125.00000 3750.00| 24.00000 720.00| 12.00000 360.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05049 30.000 m | 98.00000 2940.00| 26.00000 780.00| 13.00000 390.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0068 715-05051 30.000 m | 98.00000 2940.00| 28.00000 840.00| 14.00000 420.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0069 715-05147 1.200 m | 100.00000 120.00| 550.00000 660.00| 85.00000 102.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0070 715-05168 17.000 m | 34.00000 578.00| 123.00000 2091.00| 32.00000 544.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0071 715-05169 18.000 m | 24.00000 432.00| 125.00000 2250.00| 41.00000 738.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-46000 1.000 EACH| 100.00000 100.00| 250.00000 250.00| 150.00000 150.00 PIPE END SECTION, 300 mm | | | 0073 715-46005 1.000 EACH| 130.00000 130.00| 275.00000 275.00| 175.00000 175.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1817530 |(3) 35-1386990 |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-45265 2.000 EACH| 700.00000 1400.00| 975.00000 1950.00| 1200.00000 2400.00 PIPE CATCH BASIN, 375 mm | | | 0075 801-04308 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 19.000 EACH| 100.00000 1900.00| 150.00000 2850.00| 95.00000 1805.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 16.000 EACH| 130.00000 2080.00| 100.00000 1600.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 7000.00000 7000.00| 1500.00000 1500.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0079 801-07118 28.800 m | 50.00000 1440.00| 25.00000 720.00| 35.00000 1008.00 BARRICADE, III-A | | | 0080 801-07119 14.400 m | 60.00000 864.00| 25.00000 360.00| 36.00000 518.40 BARRICADE, III-B | | | 0081 802-05701 12.000 m | 70.00000 840.00| 35.90000 430.80| 42.00000 504.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 0.580 m2 | 400.00000 232.00| 215.50000 124.99| 300.00000 174.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 0.730 m2 | 400.00000 292.00| 197.00000 143.81| 235.00000 171.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 802-99045 1.000 EACH| 300.00000 300.00| 65.00000 65.00| 100.00000 100.00 SIGN REMOUNTING | | | 0085 804-06725 6.000 EACH| 25.00000 150.00| 19.00000 114.00| 30.00000 180.00 DELINEATOR WITH POST, D1, 75 mm | | | 0086 804-76425 1.000 EACH| 120.00000 120.00| 80.00000 80.00| 100.00000 100.00 MARKER TYPE 3, (W59 R) WITH POST | | | 0087 808-06703 870.000 m | 1.20000 1044.00| 1.30000 1131.00| 1.30000 1131.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-75245 870.000 m | 1.25000 1087.50| 1.30000 1131.00| 1.30000 1131.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75998 36.000 EACH| 65.00000 2340.00| 35.00000 1260.00| 90.00000 3240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 695,963.50| $ 827,601.58| $ 843,761.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,963.50| $ 827,601.58| $ 843,761.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1917625 |(6) 35-1212938 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, 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| 7500.00000 7500.00| 15000.00000 15000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2500.00000 10000.00| 2200.00000 8800.00| 2500.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 44000.00000 44000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 53700.00000 53700.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 97.500 m | 10.00000 975.00| 12.00000 1170.00| 60.00000 5850.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 20000.00000 20000.00| 20500.00000 20500.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-74035 2.000 EACH| 100.00000 200.00| 26.00000 52.00| 100.00000 200.00 SIGN, REMOVE | | | 0008 203-02000 3545.500 m3 | 12.50000 44318.75| 14.00000 49637.00| 15.00000 53182.50 EXCAVATION, COMMON | | | 0009 203-02070 1858.000 m3 | 15.00000 27870.00| 14.00000 26012.00| 13.00000 24154.00 BORROW | | | 0010 203-02100 320.000 m3 | 20.00000 6400.00| 14.00000 4480.00| 17.00000 5440.00 EXCAVATION, PEAT | | | 0011 203-02132 10.000 m | 100.00000 1000.00| 200.00000 2000.00| 125.00000 1250.00 EXPLORATORY DRILLING | | | 0012 203-02215 10.000 m | 100.00000 1000.00| 130.00000 1300.00| 300.00000 3000.00 CASED TEST HOLES | | | 0013 205-06931 76.200 Mg | 30.00000 2286.00| 36.00000 2743.20| 22.00000 1676.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 80.000 m | 5.00000 400.00| 24.00000 1920.00| 24.00000 1920.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 2.000 EACH| 100.00000 200.00| 74.00000 148.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 230.000 m | 5.00000 1150.00| 4.85000 1115.50| 5.00000 1150.00 TEMPORARY SILT FENCE | | | 0017 207-07502 1515.000 m2 | 6.00000 9090.00| 11.00000 16665.00| 15.00000 22725.00 SUBGRADE TREATMENT, TYPE D | | | 0018 211-07454 290.500 m3 | 35.00000 10167.50| 42.00000 12201.00| 20.00000 5810.00 STRUCTURE BACKFILL | | | 0019 213-52830 140.000 m3 | 125.00000 17500.00| 110.00000 15400.00| 150.00000 21000.00 FLOWABLE MORTAR | | | 0020 301-07448 1908.400 Mg | 17.00000 32442.80| 18.00000 34351.20| 20.00000 38168.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1917625 |(6) 35-1212938 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-06959 482.000 Mg | 20.00000 9640.00| 19.00000 9158.00| 30.00000 14460.00 AGGREGATE , NO. 2 | | | 0022 306-08043 205.000 m2 | 11.00000 2255.00| 14.00000 2870.00| 8.00000 1640.00 MILLING, TRANSITION | | | 0023 401-07321 271.800 Mg | 59.00000 16036.20| 53.56000 14557.61| 50.00000 13590.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 1446.200 Mg | 49.00000 70863.80| 46.06000 66611.97| 45.00000 65079.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 91.300 Mg | 71.00000 6482.30| 59.06000 5392.18| 60.00000 5478.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 402-07440 275.000 Mg | 51.00000 14025.00| 42.22000 11610.50| 48.00000 13200.00 HMA BASE, TYPE A | | | 0027 404-05511 1499.000 m2 | 3.80000 5696.20| 2.73000 4092.27| 4.00000 5996.00 SEAL COAT, 2 | | | 0028 404-05514 122.000 m2 | 9.65000 1177.30| 8.52000 1039.44| 9.00000 1098.00 SEAL COAT, 5 | | | 0029 405-05518 2338.000 m2 | 0.30000 701.40| 0.75000 1753.50| 0.30000 701.40 ASPHALT FOR PRIME COAT | | | 0030 406-05520 2.600 Mg | 240.00000 624.00| 300.00000 780.00| 200.00000 520.00 ASPHALT FOR TACK COAT | | | 0031 601-01626 1.000 EACH| 1457.50000 1457.50| 1375.00000 1375.00| 1300.00000 1300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0032 601-01700 1.000 EACH| 1815.00000 1815.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01704 2.000 EACH| 1732.50000 3465.00| 1650.00000 3300.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0034 601-06035 226.700 m | 20.00000 4534.00| 19.00000 4307.30| 19.00000 4307.30 GUARDRAIL, RESET | | | 0035 601-06037 1.000 EACH| 715.00000 715.00| 680.00000 680.00| 700.00000 700.00 GUARDRAIL END TREATMENT, I | | | 0036 601-06854 2.000 EACH| 1595.00000 3190.00| 1500.00000 3000.00| 1500.00000 3000.00 GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0037 601-94689 2.000 EACH| 2090.00000 4180.00| 1970.00000 3940.00| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-97774 1.000 EACH| 880.00000 880.00| 835.00000 835.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0039 601-99105 57.150 m | 33.88000 1936.24| 32.00000 1828.80| 32.00000 1828.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1917625 |(6) 35-1212938 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 607-06380 198.000 m | 175.00000 34650.00| 185.00000 36630.00| 150.00000 29700.00 PAVED SIDE DITCH, K | | | 0041 610-07487 201.200 Mg | 81.00000 16297.20| 52.57000 10577.08| 74.00000 14888.80 HMA FOR APPROACHES, TYPE B | | | 0042 611-06498 1.000 EACH| 200.00000 200.00| 212.00000 212.00| 205.00000 205.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 15.000 EACH| 121.00000 1815.00| 115.00000 1725.00| 110.00000 1650.00 RIGHT OF WAY MARKER | | | 0044 615-06505 1.000 EACH| 525.00000 525.00| 495.00000 495.00| 500.00000 500.00 MONUMENT, B | | | 0045 615-06510 1.000 EACH| 500.00000 500.00| 445.00000 445.00| 440.00000 440.00 MONUMENT, C | | | 0046 616-02320 802.000 m2 | 3.50000 2807.00| 2.40000 1924.80| 1.00000 802.00 GEOTEXTILES | | | 0047 616-05689 224.500 Mg | 30.00000 6735.00| 54.00000 12123.00| 25.00000 5612.50 RIPRAP, CLASS 2 | | | 0048 616-93019 561.000 m2 | 30.00000 16830.00| 41.00000 23001.00| 40.00000 22440.00 RIPRAP, GROUTED, 450 mm | | | 0049 621-01004 1.000 EACH| 250.00000 250.00| 230.00000 230.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01371 62.200 kg | 12.54000 779.98| 11.75000 730.85| 13.00000 808.60 SEED MIXTURE, LEGUME, 2 | | | 0051 621-06545 0.100 Mg | 831.60000 83.16| 775.00000 77.50| 800.00000 80.00 FERTILIZER | | | 0052 621-06548 9.600 kg | 60.50000 580.80| 58.00000 556.80| 60.00000 576.00 SEED MIXTURE, CV | | | 0053 621-06553 99.700 kg | 8.75000 872.37| 8.10000 807.57| 8.00000 797.60 SEED MIXTURE, R | | | 0054 621-06565 2.300 Mg | 635.00000 1460.50| 600.00000 1380.00| 600.00000 1380.00 MULCHING MATERIAL | | | 0055 621-06567 14.500 kL | 1.10000 15.95| 1.05000 15.23| 1.00000 14.50 WATER | | | 0056 621-06574 666.400 m2 | 5.42000 3611.88| 5.05000 3365.32| 5.00000 3332.00 SODDING | | | 0057 621-52448 4.000 EACH| 27.50000 110.00| 26.00000 104.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0058 622-52436 3.000 EACH| 27.50000 82.50| 26.00000 78.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 150.000 EACH| 10.75000 1612.50| 10.00000 1500.00| 10.00000 1500.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1917625 |(6) 35-1212938 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 622-98200 4.000 EACH| 27.50000 110.00| 26.00000 104.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0061 702-51015 16.800 m3 | 1000.00000 16800.00| 550.00000 9240.00| 0.00000 0.00 CONCRETE, B, FOOTINGS | | | 0062 703-51030 1378.000 kg | 2.00000 2756.00| 2.60000 3582.80| 0.00000 0.00 REINFORCING STEEL | | | 0063 714-05562 513.000 m2 | 447.00000 229311.00| 430.00000 220590.00| 670.00000 343710.00 RETAINING WALL | | | 0064 714-44240 11.200 m3 | 1000.00000 11200.00| 1325.00000 14840.00| 0.00000 0.00 CONCRETE, A, STRUCTURES | | | 0065 714-99194 16.500 m | 4000.00000 66000.00| 2650.00000 43725.00| 7000.00000 115500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2100 mm | | | 0066 715-05048 30.000 m | 10.00000 300.00| 50.00000 1500.00| 75.00000 2250.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05049 30.000 m | 12.00000 360.00| 54.00000 1620.00| 50.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0068 715-05051 30.000 m | 14.00000 420.00| 58.00000 1740.00| 50.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0069 715-05147 1.200 m | 100.00000 120.00| 500.00000 600.00| 450.00000 540.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0070 715-05168 17.000 m | 80.00000 1360.00| 70.00000 1190.00| 80.00000 1360.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0071 715-05169 18.000 m | 90.00000 1620.00| 73.00000 1314.00| 70.00000 1260.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-46000 1.000 EACH| 225.00000 225.00| 250.00000 250.00| 200.00000 200.00 PIPE END SECTION, 300 mm | | | 0073 715-46005 1.000 EACH| 275.00000 275.00| 262.00000 262.00| 200.00000 200.00 PIPE END SECTION, 375 mm | | | 0074 720-45265 2.000 EACH| 1000.00000 2000.00| 700.00000 1400.00| 2000.00000 4000.00 PIPE CATCH BASIN, 375 mm | | | 0075 801-04308 2.000 EACH| 385.00000 770.00| 350.00000 700.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 19.000 EACH| 77.00000 1463.00| 70.00000 1330.00| 75.00000 1425.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 16.000 EACH| 115.00000 1840.00| 105.00000 1680.00| 115.00000 1840.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 15000.00000 15000.00| 21000.00000 21000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0079 801-07118 28.800 m | 30.00000 864.00| 28.00000 806.40| 30.00000 864.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 280 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,396.77 ROUTE : 421 CALL ORDER : 280 CONTRACT ID : R -26734-A COUNTIES : CARROLL LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1917625 |(6) 35-1212938 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-07119 14.400 m | 32.00000 460.80| 30.00000 432.00| 35.00000 504.00 BARRICADE, III-B | | | 0081 802-05701 12.000 m | 39.50000 474.00| 37.00000 444.00| 40.00000 480.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 0.580 m2 | 237.00000 137.46| 620.00000 359.60| 225.00000 130.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 0.730 m2 | 216.00000 157.68| 208.00000 151.84| 200.00000 146.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 802-99045 1.000 EACH| 75.00000 75.00| 130.00000 130.00| 70.00000 70.00 SIGN REMOUNTING | | | 0085 804-06725 6.000 EACH| 21.00000 126.00| 15.50000 93.00| 60.00000 360.00 DELINEATOR WITH POST, D1, 75 mm | | | 0086 804-76425 1.000 EACH| 88.00000 88.00| 97.00000 97.00| 85.00000 85.00 MARKER TYPE 3, (W59 R) WITH POST | | | 0087 808-06703 870.000 m | 1.20000 1044.00| 1.15000 1000.50| 1.20000 1044.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-75245 870.000 m | 1.20000 1044.00| 1.15000 1000.50| 1.20000 1044.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75998 36.000 EACH| 44.00000 1584.00| 41.00000 1476.00| 50.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 849,977.77| $ 878,663.26| $ 1,032,738.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 849,977.77| $ 878,663.26| $ 1,032,738.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 155 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3384004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,806,902.53 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 81648.42000 81648.42| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 1370.25000 23294.25| | FIELD OFFICE, B | | | 0003 108-01614 LUMP| 10500.00000 10500.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 130400.00000 130400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 43575.00000 43575.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 13755.000 m2 | 7.88000 108389.40| | PAVEMENT REMOVAL | | | 0007 202-04089 28.000 EACH| 51.45000 1440.60| | SIGN, SHEET, REMOVE | | | 0008 202-98695 LUMP| 1365.00000 1365.00| | WELL, REMOVE | | | 0009 203-02000 38036.000 m3 | 18.64000 708991.04| | EXCAVATION, COMMON | | | 0010 205-03371 30.000 m3 | 33.60000 1008.00| | SEDIMENT REMOVE | | | 0011 205-06931 132.840 Mg | 141.75000 18830.07| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 8.000 EACH| 63.00000 504.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 456.000 Mg | 48.72000 22216.32| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 340.000 m | 5.75000 1955.00| | TEMPORARY SILT FENCE | | | 0015 207-07498 24181.000 m2 | 3.71000 89711.51| | SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 207-07503 3150.000 m2 | 6.09000 19183.50| | SUBGRADE TREATMENT, TYPE E | | | 0017 211-02050 233.000 m3 | 34.65000 8073.45| | B BORROW | | | 0018 211-07454 546.000 m3 | 24.41000 13327.86| | STRUCTURE BACKFILL | | | 0019 301-07448 5602.000 Mg | 18.48000 103524.96| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 196.000 Mg | 22.58000 4425.68| | COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07493 50.000 Mg | 102.03000 5101.50| | WIDENING WITH HMA, TYPE B | | | 0022 306-08043 580.000 m2 | 7.99000 4634.20| | MILLING, TRANSITION | | | 0023 401-05467 3230.000 m | 2.39000 7719.70| | MILLED HMA CORRUGATIONS | | | 0024 401-06264 LUMP| 5888.74000 5888.74| | PROFILOGRAPH, HMA | | | 0025 401-07321 1357.000 Mg | 54.69000 74214.33| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 401-07390 2208.000 Mg | 41.73000 92139.84| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 5015.000 Mg | 37.16000 186357.40| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 401-07428 2368.000 Mg | 39.71000 94033.28| | QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0029 402-07432 370.000 Mg | 63.01000 23313.70| | HMA SURFACE, TYPE A | | | 0030 402-07433 19.000 Mg | 104.13000 1978.47| | HMA SURFACE, TYPE B | | | 0031 402-07435 413.000 Mg | 55.16000 22781.08| | HMA INTERMEDIATE, TYPE A | | | 0032 402-07438 37.000 Mg | 103.00000 3811.00| | HMA INTERMEDIATE, TYPE B | | | 0033 402-07440 1376.000 Mg | 46.50000 63984.00| | HMA BASE, TYPE A | | | 0034 402-07441 2892.000 Mg | 36.36000 105153.12| | HMA BASE, TYPE B | | | 0035 402-07451 10.000 Mg | 245.52000 2455.20| | HMA, TYPE B, WEDGE AND LEVEL | | | 0036 404-05511 307.000 m2 | 9.25000 2839.75| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 405-05517 22.500 Mg | 347.12000 7810.20| | ASPHALT FOR PRIME COAT | | | 0038 406-05520 20.000 Mg | 278.25000 5565.00| | ASPHALT FOR TACK COAT | | | 0039 601-02636 15.240 m | 67.20000 1024.13| | GUARDRAIL, W BEAM, NESTED | | | 0040 601-94689 4.000 EACH| 1916.25000 7665.00| | GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 106.680 m | 31.50000 3360.42| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 610-07486 1496.000 Mg | 104.38000 156152.48| | HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 11.000 EACH| 183.75000 2021.25| | MAILBOX ASSEMBLY, SINGLE | | | 0044 611-06498 14.000 EACH| 246.75000 3454.50| | MAILBOX ASSEMBLY, DOUBLE | | | 0045 615-06490 73.000 EACH| 113.40000 8278.20| | RIGHT OF WAY MARKER | | | 0046 615-06505 25.000 EACH| 420.00000 10500.00| | MONUMENT, B | | | 0047 615-06510 5.000 EACH| 399.00000 1995.00| | MONUMENT, C | | | 0048 615-06527 2.000 EACH| 383.25000 766.50| | MONUMENT, SECTION CORNER | | | 0049 616-02320 403.000 m2 | 3.68000 1483.04| | GEOTEXTILES | | | 0050 616-06405 231.000 Mg | 33.60000 7761.60| | RIPRAP, REVETMENT | | | 0051 621-01004 4.000 EACH| 997.50000 3990.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 3.100 Mg | 596.40000 1848.84| | FERTILIZER | | | 0053 621-06548 32.300 kg | 57.75000 1865.33| | SEED MIXTURE, CV | | | 0054 621-06553 650.000 kg | 6.27000 4075.50| | SEED MIXTURE, R | | | 0055 621-06565 15.400 Mg | 454.65000 7001.61| | MULCHING MATERIAL | | | 0056 621-06567 270.000 kL | 1.05000 283.50| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06570 1446.000 m3 | 25.20000 36439.20| | TOP SOIL | | | 0058 621-06575 15075.200 m2 | 3.46000 52160.19| | SODDING, NURSERY | | | 0059 622-52436 7.000 EACH| 26.25000 183.75| | SIGN, DO NOT MOW OR SPRAY | | | 0060 622-91786 390.000 EACH| 9.92000 3868.80| | SEEDLING | | | 0061 714-07892 26.000 m | 976.50000 25389.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 900 mm | | | 0062 714-99346 29.000 m | 498.75000 14463.75| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0063 715-05048 3699.000 m | 8.61000 31848.39| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05049 150.000 m | 47.25000 7087.50| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0065 715-05051 50.000 m | 50.40000 2520.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0066 715-05053 260.500 m | 42.00000 10941.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05126 49.000 m | 173.25000 8489.25| | PIPE, TYPE 1, CIRCULAR, 825 mm | | | 0068 715-05128 34.500 m | 206.85000 7136.33| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0069 715-05149 55.300 m | 138.60000 7664.58| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 346.200 m | 85.05000 29444.31| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05169 153.500 m | 137.55000 21113.93| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05171 38.000 m | 147.00000 5586.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05174 36.000 m | 150.15000 5405.40| | PIPE, TYPE 3, CIRCULAR, 675 mm | | | 0074 715-05175 21.500 m | 192.15000 4131.23| | PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0075 715-05177 13.000 m | 229.95000 2989.35| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0076 715-05203 50.000 m | 74.55000 3727.50| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 715-05237 15.000 m | 283.50000 4252.50| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0078 715-46005 17.000 EACH| 257.25000 4373.25| | PIPE END SECTION, 375 mm | | | 0079 715-46010 2.000 EACH| 315.00000 630.00| | PIPE END SECTION, 450 mm | | | 0080 715-46025 2.000 EACH| 468.30000 936.60| | PIPE END SECTION, 675 mm | | | 0081 715-46030 2.000 EACH| 472.50000 945.00| | PIPE END SECTION, 750 mm | | | 0082 715-46035 8.000 EACH| 703.50000 5628.00| | PIPE END SECTION, 825 mm | | | 0083 715-46040 2.000 EACH| 735.00000 1470.00| | PIPE END SECTION, 900 mm | | | 0084 715-46095 2.000 EACH| 906.15000 1812.30| | PIPE END SECTION, MIN. AREA .60 m2 | | | 0085 718-06528 10.000 EACH| 525.00000 5250.00| | OUTLET PROTECTOR, 1 | | | 0086 718-06529 5.000 EACH| 446.25000 2231.25| | OUTLET PROTECTOR, 2 | | | 0087 718-06531 6.000 EACH| 420.00000 2520.00| | OUTLET PROTECTOR, 3 | | | 0088 718-06532 1000.000 m | 3.15000 3150.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 792.000 m3 | 35.18000 27862.56| | AGGREGATE FOR UNDERDRAINS | | | 0090 720-45030 1.000 EACH| 1260.00000 1260.00| | INLET, E7 | | | 0091 720-45035 1.000 EACH| 1365.00000 1365.00| | INLET, F7 | | | 0092 720-45270 6.000 EACH| 892.50000 5355.00| | PIPE CATCH BASIN, 450 mm | | | 0093 720-45410 2.000 EACH| 1680.00000 3360.00| | MANHOLE, C4 | | | 0094 730-97691 2.000 EACH| 8767.50000 17535.00| | GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0095 801-04308 15.000 EACH| 236.25000 3543.75| | ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06625 28.000 EACH| 99.75000 2793.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-06640 42.000 EACH| 227.85000 9569.70| | CONSTRUCTION SIGN, A | | | 0098 801-06775 LUMP| 53550.00000 53550.00| | MAINTAINING TRAFFIC | | | 0099 801-07118 57.600 m | 27.83000 1603.01| | BARRICADE, III-A | | | 0100 802-04893 2.000 EACH| 47.25000 94.50| | REFERENCE POST | | | 0101 802-05701 123.800 m | 31.76000 3931.89| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 4.180 m2 | 244.65000 1022.64| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 13.370 m2 | 189.00000 2526.93| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 802-76045 1.470 m2 | 319.20000 469.22| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0105 804-06725 21.000 EACH| 19.95000 418.95| | DELINEATOR WITH POST, D1, 75 mm | | | 0106 804-76420 2.000 EACH| 99.75000 199.50| | MARKER TYPE 3, (W59 L) WITH POST | | | 0107 804-76425 2.000 EACH| 99.75000 199.50| | MARKER TYPE 3, (W59 R) WITH POST | | | 0108 808-06701 85.000 m | 1.16000 98.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0109 808-06703 4980.000 m | 0.86000 4282.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0110 808-06716 216.000 m | 1.78000 384.48| | LINE, REMOVE | | | 0111 808-75245 4460.000 m | 0.86000 3835.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0112 808-75256 58.000 m | 4.09000 237.22| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0113 808-75260 18.000 m | 6.20000 111.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 282 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,917,338.11 ROUTE : 63 CALL ORDER : 282 CONTRACT ID : R -26735-B COUNTIES : VIGO LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-75274 103.000 m | 4.09000 421.27| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0115 808-75278 115.000 m | 6.20000 713.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0116 808-75297 56.000 m | 12.08000 676.48| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0117 808-75320 2.000 EACH| 131.25000 262.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 2.000 EACH| 147.00000 294.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75998 151.000 EACH| 41.66000 6290.66| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0121 105-06657 17.000 MOS | 262.50000 4462.50| | PHONE, CELLULAR | | | 0122 808-75996 50.000 EACH| 70.60000 3530.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0123 801-97643 216.000 m | 23.99000 5181.84| | TEMPORARY BUZZ STRIPS | | | SECTION TOTALS | $ 2,806,902.53| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,806,902.53| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B878001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,499,635.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 2,538,604.38 101.5590% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,796,800.00 111.8883% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 42000.00000 42000.00| 66500.00000 66500.00| 59999.52000 59999.52 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2200.00000 33000.00| 1250.00000 18750.00| 2888.35000 43325.25 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 120233.50000 120233.50| 125000.00000 125000.00| 134309.12000 134309.12 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 65000.00000 65000.00| 50000.00000 50000.00| 59586.59000 59586.59 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 17857.00000 17857.00 TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 8163.20000 8163.20 HOUSES AND BUILDINGS, REMOVE | | | 0007 202-03135 125.000 m2 | 140.00000 17500.00| 150.00000 18750.00| 142.86000 17857.50 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-05545 100.000 m3 | 65.00000 6500.00| 60.00000 6000.00| 62.24000 6224.00 REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 100.000 m3 | 15.00000 1500.00| 12.50000 1250.00| 13.42000 1342.00 REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 100.000 m3 | 17.50000 1750.00| 15.00000 1500.00| 16.33000 1633.00 REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-78515 LUMP| 1600.00000 1600.00| 2100.00000 2100.00| 1632.64000 1632.64 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 5216.000 m3 | 31.00000 161696.00| 30.00000 156480.00| 44.86000 233989.76 EXCAVATION, COMMON | | | 0013 205-06932 9.000 m | 37.00000 333.00| 75.00000 675.00| 36.73000 330.57 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 39.000 EACH| 36.00000 1404.00| 60.00000 2340.00| 35.71000 1392.69 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, 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 20.000 m | 11.00000 220.00| 13.00000 260.00| 11.22000 224.40 TEMPORARY SILT FENCE | | | 0016 207-07499 13071.800 m2 | 3.40000 44444.12| 4.50000 58823.10| 5.93000 77515.77 SUBGRADE TREATMENT, TYPE B | | | 0017 210-07822 42.400 kg | 5.20000 220.48| 17.00000 720.80| 5.10000 216.24 TEMPORARY SEEDING | | | 0018 210-07824 7.000 EACH| 1000.00000 7000.00| 500.00000 3500.00| 5632.76000 39429.32 LATERAL REPLACEMENT | | | 0019 210-07827 176.500 m2 | 90.00000 15885.00| 15.00000 2647.50| 91.84000 16209.76 TEXTURED ASPHALT CROSSWALK, 1.8 m | | | 0020 210-07827 1570.000 m2 | 60.00000 94200.00| 10.00000 15700.00| 61.22000 96115.40 TEXTURED ASPHALT PAVEMENT (MEDIAN | | | TAPERS) | | | 0021 211-07454 3140.000 m3 | 19.00000 59660.00| 40.00000 125600.00| 13.74000 43143.60 STRUCTURE BACKFILL | | | 0022 213-52830 100.000 m3 | 90.00000 9000.00| 125.00000 12500.00| 82.44000 8244.00 FLOWABLE MORTAR | | | 0023 301-07448 1205.800 Mg | 27.00000 32556.60| 18.00000 21704.40| 34.85000 42022.13 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07491 183.500 Mg | 110.00000 20185.00| 125.00000 22937.50| 202.40000 37140.40 HMA PATCHING, TYPE C | | | 0025 305-07463 110.400 m2 | 96.00000 10598.40| 60.00000 6624.00| 99.51000 10985.90 PCC BASE PATCHING, 200 mm | | | 0026 306-08033 253.700 m2 | 12.00000 3044.40| 10.00000 2537.00| 16.31000 4137.85 MILLING, ASPHALT, 25 mm | | | 0027 401-06264 LUMP| 3400.00000 3400.00| 1750.00000 1750.00| 1570.00000 1570.00 PROFILOGRAPH, HMA | | | 0028 401-07327 967.700 Mg | 60.00000 58062.00| 65.00000 62900.50| 64.00000 61932.80 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0029 401-07397 1612.800 Mg | 50.00000 80640.00| 49.00000 79027.20| 49.00000 79027.20 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 4408.000 Mg | 42.00000 185136.00| 41.00000 180728.00| 40.00000 176320.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 401-07429 2095.000 Mg | 42.00000 87990.00| 48.00000 100560.00| 48.00000 100560.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0032 402-05487 159.600 Mg | 55.00000 8778.00| 60.00000 9576.00| 60.00000 9576.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0033 402-05490 114.000 Mg | 75.00000 8550.00| 80.00000 9120.00| 80.00000 9120.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0034 405-05517 3.100 Mg | 400.00000 1240.00| 750.00000 2325.00| 900.00000 2790.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 406-05520 12.800 Mg | 200.00000 2560.00| 150.00000 1920.00| 200.00000 2560.00 ASPHALT FOR TACK COAT | | | 0036 604-06069 400.100 m2 | 53.00000 21205.30| 50.00000 20005.00| 77.39000 30963.74 CURB RAMP, CONCRETE | | | 0037 604-07823 143.400 m2 | 120.00000 17208.00| 75.00000 10755.00| 150.26000 21547.28 STAMPED CONCRETE SIDEWALK | | | 0038 604-91531 1697.600 m2 | 35.00000 59416.00| 35.00000 59416.00| 32.91000 55868.02 SIDEWALK, CONCRETE, 100 mm | | | 0039 605-06120 520.500 m | 54.00000 28107.00| 40.00000 20820.00| 60.42000 31448.61 CURB, CONCRETE | | | 0040 605-06155 1634.800 m | 46.00000 75200.80| 40.00000 65392.00| 45.67000 74661.32 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 605-94465 16.400 m2 | 250.00000 4100.00| 130.00000 2132.00| 198.10000 3248.84 CENTER CURB, CONCRETE | | | 0042 610-07487 732.200 Mg | 80.00000 58576.00| 60.00000 43932.00| 56.00000 41003.20 HMA FOR APPROACHES, TYPE B | | | 0043 611-05330 397.400 m2 | 46.00000 18280.40| 40.00000 15896.00| 58.08000 23080.99 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-95728 1194.000 m2 | 49.00000 58506.00| 45.00000 53730.00| 56.39000 67329.66 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0045 615-06505 8.000 EACH| 500.00000 4000.00| 400.00000 3200.00| 448.98000 3591.84 MONUMENT, B | | | 0046 615-06527 1.000 EACH| 350.00000 350.00| 550.00000 550.00| 336.73000 336.73 MONUMENT, SECTION CORNER | | | 0047 616-06406 7.200 m2 | 130.00000 936.00| 60.00000 432.00| 115.04000 828.29 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 355.00000 355.00| 350.00000 350.00| 362.24000 362.24 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 0.506 Mg | 420.00000 212.52| 850.00000 430.10| 403.32000 204.08 FERTILIZER | | | 0050 621-06554 92.700 kg | 6.70000 621.09| 10.00000 927.00| 6.63000 614.60 SEED MIXTURE, U | | | 0051 621-06565 2.530 Mg | 450.00000 1138.50| 660.00000 1669.80| 443.87000 1122.99 MULCHING MATERIAL | | | 0052 621-06567 96.000 kL | 0.56000 53.76| 1.20000 115.20| 0.56000 53.76 WATER | | | 0053 621-06570 530.400 m3 | 55.00000 29172.00| 10.00000 5304.00| 37.57000 19927.13 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06575 5303.500 m2 | 2.90000 15380.15| 4.00000 21214.00| 2.91000 15433.19 SODDING, NURSERY | | | 0055 715-04612 18.000 m | 60.00000 1080.00| 30.00000 540.00| 86.67000 1560.06 PIPE , TYPE 3, CIRCULAR, 100 mm | | | 0056 715-04855 1.000 EACH| 1450.00000 1450.00| 1250.00000 1250.00| 1283.08000 1283.08 PIPE END SECTION, 1050 mm | | | 0057 715-05024 265.500 m | 230.00000 61065.00| 300.00000 79650.00| 209.08000 55510.74 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0058 715-05048 1362.000 m | 10.50000 14301.00| 13.00000 17706.00| 10.71000 14587.02 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05053 8.800 m | 42.00000 369.60| 52.00000 457.60| 40.26000 354.29 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0060 715-05121 35.000 m | 135.00000 4725.00| 200.00000 7000.00| 144.82000 5068.70 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0061 715-05149 471.500 m | 90.00000 42435.00| 100.00000 47150.00| 138.94000 65510.21 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05151 88.000 m | 105.00000 9240.00| 110.00000 9680.00| 104.82000 9224.16 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0063 715-05152 57.000 m | 140.00000 7980.00| 150.00000 8550.00| 173.94000 9914.58 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0064 715-05154 34.000 m | 190.00000 6460.00| 280.00000 9520.00| 159.03000 5407.02 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0065 715-05156 133.500 m | 200.00000 26700.00| 260.00000 34710.00| 166.29000 22199.72 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0066 715-05159 1017.500 m | 220.00000 223850.00| 350.00000 356125.00| 250.94000 255331.45 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0067 715-05168 30.000 m | 52.00000 1560.00| 125.00000 3750.00| 164.23000 4926.90 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0068 715-05408 140.000 m | 100.00000 14000.00| 75.00000 10500.00| 186.94000 26171.60 PIPE, SANITARY SEWER, 200 mm | | | 0069 715-46000 6.000 EACH| 260.00000 1560.00| 250.00000 1500.00| 475.15000 2850.90 PIPE END SECTION, 300 mm | | | 0070 715-46010 2.000 EACH| 340.00000 680.00| 280.00000 560.00| 552.02000 1104.04 PIPE END SECTION, 450 mm | | | 0071 718-06528 3.000 EACH| 600.00000 1800.00| 750.00000 2250.00| 612.24000 1836.72 OUTLET PROTECTOR, 1 | | | 0072 718-06532 1000.000 m | 3.10000 3100.00| 3.00000 3000.00| 3.83000 3830.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-94889 307.700 m3 | 37.25000 11461.83| 45.00000 13846.50| 38.01000 11695.68 AGGREGATE FOR UNDERDRAINS, 8 | | | 0074 718-99153 3294.600 m2 | 1.80000 5930.28| 2.00000 6589.20| 1.84000 6062.06 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 720-04682 2.000 EACH| 1450.00000 2900.00| 1700.00000 3400.00| 1923.27000 3846.54 INLET , C5, MODIFIED | | | 0076 720-04682 3.000 EACH| 1300.00000 3900.00| 1500.00000 4500.00| 1448.85000 4346.55 INLET , M3 | | | 0077 720-44000 17.000 EACH| 400.00000 6800.00| 500.00000 8500.00| 350.17000 5952.89 CASTING, ADJUST TO GRADE | | | 0078 720-44055 1.000 EACH| 950.00000 950.00| 600.00000 600.00| 615.22000 615.22 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0079 720-45045 18.000 EACH| 1300.00000 23400.00| 1250.00000 22500.00| 1650.81000 29714.58 INLET, J10 | | | 0080 720-45055 10.000 EACH| 1400.00000 14000.00| 1250.00000 12500.00| 1521.20000 15212.00 INLET, M10 | | | 0081 720-45145 1.000 EACH| 1400.00000 1400.00| 1250.00000 1250.00| 1495.10000 1495.10 INLET, J10, MODIFIED | | | 0082 720-45155 1.000 EACH| 1400.00000 1400.00| 1250.00000 1250.00| 1501.91000 1501.91 INLET, M10, MODIFIED | | | 0083 720-45375 9.000 EACH| 1200.00000 10800.00| 650.00000 5850.00| 1546.20000 13915.80 PIPE CATCH BASIN, 600 mm, MODIFIED | | | 0084 720-45400 11.000 EACH| 2100.00000 23100.00| 1500.00000 16500.00| 1833.77000 20171.47 MANHOLE, A4 | | | 0085 720-45405 1.000 EACH| 3500.00000 3500.00| 1300.00000 1300.00| 2687.32000 2687.32 MANHOLE, B4 | | | 0086 720-45415 12.000 EACH| 3500.00000 42000.00| 3000.00000 36000.00| 2687.30000 32247.60 MANHOLE, D4 | | | 0087 720-90352 2.000 EACH| 3400.00000 6800.00| 3000.00000 6000.00| 2792.44000 5584.88 MANHOLE, D8 | | | 0088 720-92025 9.000 EACH| 3800.00000 34200.00| 3000.00000 27000.00| 2794.71000 25152.39 MANHOLE, D2 | | | 0089 720-92492 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| 9158.66000 9158.66 MANHOLE, B SANITARY | | | 0090 720-93486 2.000 EACH| 1400.00000 2800.00| 2000.00000 4000.00| 1947.32000 3894.64 INLET, B5, MODIFIED | | | 0091 720-98174 1.000 EACH| 1600.00000 1600.00| 2500.00000 2500.00| 1947.30000 1947.30 INLET, B15 | | | 0092 720-98959 1.000 EACH| 4000.00000 4000.00| 2000.00000 2000.00| 3054.53000 3054.53 MANHOLE, A SANITARY | | | 0093 732-07826 7.000 EACH| 1700.00000 11900.00| 650.00000 4550.00| 1100.95000 7706.65 BUFFALO BOX AND METER | | | 0094 732-94780 26.000 EACH| 500.00000 13000.00| 205.00000 5330.00| 538.65000 14004.90 WATER SERVICE CONNECTION | | | 0095 732-96629 78.000 m | 60.00000 4680.00| 50.00000 3900.00| 84.53000 6593.34 WATER LINE, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-01349 7.600 m | 10.00000 76.00| 10.30000 78.28| 11.16000 84.82 TEMPORARY STOP LINE, 600 mm | | | 0097 801-06203 2278.500 m | 1.15000 2620.28| 0.70000 1594.95| 0.73000 1663.31 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0098 801-06207 3627.500 m | 1.95000 7073.63| 3.00000 10882.50| 3.11000 11281.53 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0099 801-06218 55.400 m | 15.00000 831.00| 17.00000 941.80| 18.68000 1034.87 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0100 801-06625 8.000 EACH| 62.00000 496.00| 100.00000 800.00| 99.49000 795.92 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 44.000 EACH| 110.00000 4840.00| 100.00000 4400.00| 95.41000 4198.04 CONSTRUCTION SIGN, A | | | 0102 801-06645 9.000 EACH| 46.00000 414.00| 30.00000 270.00| 28.06000 252.54 CONSTRUCTION SIGN, B | | | 0103 801-06710 45.000 DAY | 26.00000 1170.00| 13.00000 585.00| 12.76000 574.20 FLASHING ARROW SIGN | | | 0104 801-06775 LUMP| 55000.00000 55000.00| 40000.00000 40000.00| 86019.54000 86019.54 MAINTAINING TRAFFIC | | | 0105 801-07119 122.400 m | 16.00000 1958.40| 82.00000 10036.80| 32.92000 4029.41 BARRICADE, III-B | | | 0106 802-05701 200.800 m | 33.00000 6626.40| 46.00000 9236.80| 32.65000 6556.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0107 802-76020 8.060 m2 | 180.00000 1450.80| 127.00000 1023.62| 178.57000 1439.27 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0108 802-76035 43.730 m2 | 185.00000 8090.05| 132.00000 5772.36| 183.67000 8031.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0109 802-93494 26.400 m | 32.00000 844.80| 40.00000 1056.00| 31.63000 835.03 POST, ROUND, GALVANIZED | | | 0110 802-97812 20.000 EACH| 73.00000 1460.00| 86.00000 1720.00| 72.45000 1449.00 STREET NAME IDENTIFICATION SIGN | | | 0111 805-01815 4.000 EACH| 2300.00000 9200.00| 1900.00000 7600.00| 2285.70000 9142.80 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0112 805-01828 12.000 EACH| 70.00000 840.00| 305.00000 3660.00| 69.39000 832.68 TRAFFIC SIGNAL HEAD, REALIGN | | | 0113 805-01842 4.000 EACH| 720.00000 2880.00| 765.00000 3060.00| 714.28000 2857.12 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-01893 LUMP| 1500.00000 1500.00| 3700.00000 3700.00| 1530.60000 1530.60 MAINTAINING TRAFFIC SIGNAL | | | 0115 805-02152 8.000 EACH| 770.00000 6160.00| 630.00000 5040.00| 765.30000 6122.40 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0116 805-03979 4.000 EACH| 680.00000 2720.00| 720.00000 2880.00| 678.57000 2714.28 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0117 805-03980 4.000 EACH| 185.00000 740.00| 135.00000 540.00| 183.67000 734.68 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0118 805-03983 1.000 EACH| 2900.00000 2900.00| 3200.00000 3200.00| 2870.39000 2870.39 PHASE SELECTORS | | | 0119 805-03987 4.000 EACH| 1400.00000 5600.00| 1350.00000 5400.00| 1405.09000 5620.36 EMITTER WITH SWITCH AND RANGE CONTROL | | | 0120 805-04782 1.000 EACH| 17500.00000 17500.00| 17500.00000 17500.00| 17346.80000 17346.80 VIDEO VEHICLE DETECTOR SYSTEM | | | 0121 805-04982 262.000 m | 4.10000 1074.20| 5.00000 1310.00| 4.08000 1068.96 CABLE COAXIAL | | | 0122 805-06362 2.000 EACH| 12000.00000 24000.00| 10500.00000 21000.00| 12040.72000 24081.44 SIGNAL AND LIGHTING COMBINATION POLE , | | | 10.7 m SIGNAL MAST ARM, 7.6 m VIDEO | | | MAST ARM, 12. 2 m EMH | | | 0123 805-06362 1.000 EACH| 12800.00000 12800.00| 11300.00000 11300.00| 12857.04000 12857.04 SIGNAL AND LIGHTING COMBINATION POLE , | | | 12.2 m SIGNAL MAST ARM, 7.6 m VIDEO | | | MAST ARM, 12.2 m EMH | | | 0124 805-06362 1.000 EACH| 11500.00000 11500.00| 10000.00000 10000.00| 11530.52000 11530.52 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 4.5 m VIDEO MAST | | | ARM, 12.2 EMH | | | 0125 805-06592 255.200 m | 34.00000 8676.80| 31.00000 7911.20| 33.67000 8592.58 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0126 805-78100 1.000 EACH| 7800.00000 7800.00| 10700.00000 10700.00| 7693.82000 7693.82 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0127 805-78205 3.000 EACH| 560.00000 1680.00| 630.00000 1890.00| 551.02000 1653.06 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0128 805-78230 6.000 EACH| 950.00000 5700.00| 1050.00000 6300.00| 938.77000 5632.62 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-78370 8.000 EACH| 110.00000 880.00| 100.00000 800.00| 112.24000 897.92 PEDESTRIAN PUSH BUTTON | | | 0130 805-78445 1.000 EACH| 620.00000 620.00| 450.00000 450.00| 612.24000 612.24 SIGNAL SERVICE | | | 0131 805-78467 22.000 m | 5.10000 112.20| 4.10000 90.20| 5.10000 112.20 SIGNAL CABLE, 3C 8GA. | | | 0132 805-78480 486.000 m | 3.00000 1458.00| 2.60000 1263.60| 2.96000 1438.56 SIGNAL CABLE, 3C 14GA. | | | 0133 805-78485 213.000 m | 3.20000 681.60| 2.80000 596.40| 3.16000 673.08 SIGNAL CABLE, 5C 14GA. | | | 0134 805-78490 361.000 m | 3.30000 1191.30| 3.20000 1155.20| 3.27000 1180.47 SIGNAL CABLE, 7C 14GA. | | | 0135 805-78925 1.000 EACH| 930.00000 930.00| 1000.00000 1000.00| 918.36000 918.36 CONTROLLER CABINET FOUNDATION, P1 | | | 0136 805-86838 228.600 m | 3.40000 777.24| 3.20000 731.52| 3.37000 770.38 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0137 805-86889 73.200 m | 1.30000 95.16| 2.10000 153.72| 1.28000 93.70 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0138 805-86930 10.000 EACH| 8.20000 82.00| 13.00000 130.00| 8.16000 81.60 INSULATING LINK, NOT WATERPROOFED | | | 0139 805-86935 8.000 EACH| 14.00000 112.00| 13.00000 104.00| 14.29000 114.32 INSULATING LINK, WATERPROOFED | | | 0140 807-02191 1.000 EACH| 720.00000 720.00| 465.00000 465.00| 714.28000 714.28 HANDHOLE, LIGHTING | | | 0141 807-03950 8.000 EACH| 1200.00000 9600.00| 1230.00000 9840.00| 1204.07000 9632.56 LUMINAIRE, ORNAMENTAL | | | 0142 807-04671 4.000 EACH| 120.00000 480.00| 107.00000 428.00| 122.45000 489.80 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0143 807-86805 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2020.39000 2020.39 SERVICE POINT, I | | | 0144 807-86910 4.000 EACH| 31.00000 124.00| 35.00000 140.00| 30.61000 122.44 CONNECTOR KIT, UNFUSED | | | 0145 807-86915 4.000 EACH| 31.00000 124.00| 36.00000 144.00| 30.61000 122.44 CONNECTOR KIT, FUSED | | | 0146 807-86920 6.000 EACH| 11.00000 66.00| 15.00000 90.00| 11.23000 67.38 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0147 807-86925 4.000 EACH| 19.50000 78.00| 22.00000 88.00| 19.39000 77.56 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 286 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,495,940.72 ROUTE : CALL ORDER : 286 CONTRACT ID : R -26968-B COUNTIES : HAMILTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 807-86950 4.000 EACH| 5.10000 20.40| 2.50000 10.00| 5.10000 20.40 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0149 808-03178 30.000 EACH| 98.00000 2940.00| 85.00000 2550.00| 80.36000 2410.80 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0150 808-03179 23.000 EACH| 155.00000 3565.00| 95.00000 2185.00| 91.07000 2094.61 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0151 808-06703 558.000 m | 1.70000 948.60| 1.00000 558.00| 0.94000 524.52 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0152 808-06716 3682.900 m | 0.77000 2835.83| 1.20000 4419.48| 1.17000 4308.99 LINE, REMOVE | | | 0153 808-75067 44.000 m | 23.00000 1012.00| 25.00000 1100.00| 24.40000 1073.60 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0154 808-75240 192.000 m | 1.55000 297.60| 1.00000 192.00| 0.99000 190.08 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0155 808-75245 1725.000 m | 1.55000 2673.75| 1.00000 1725.00| 0.94000 1621.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0156 808-92027 1034.500 m | 3.05000 3155.23| 1.90000 1965.55| 1.88000 1944.86 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,499,635.00| $ 2,538,604.38| $ 2,796,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,499,635.00| $ 2,538,604.38| $ 2,796,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN15003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,291,576.82 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 2,371,707.42 103.4967% 3 36-2231526 WALSH CONSTR CO OF ILL $ 2,373,000.00 103.5531% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,816,368.95 122.9009% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL 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| 14000.00000 14000.00| 35000.00000 35000.00| 80845.11000 80845.11 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1800.00000 27000.00| 2000.00000 30000.00| 1240.00000 18600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 114000.00000 114000.00| 115000.00000 115000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 30000.00000 30000.00| 48000.00000 48000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 16781.000 SYS | 6.00000 100686.00| 5.75000 96490.75| 4.00000 67124.00 PAVEMENT REMOVAL | | | 0006 202-02273 513.000 SYS | 6.00000 3078.00| 17.35000 8900.55| 7.00000 3591.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1400.000 LFT | 3.00000 4200.00| 2.90000 4060.00| 4.00000 5600.00 CURB, CONCRETE, REMOVE | | | 0008 203-02000 2787.000 CYS | 17.00000 47379.00| 17.25000 48075.75| 22.00000 61314.00 EXCAVATION, COMMON | | | 0009 205-06931 4.000 TON | 147.80000 591.20| 160.00000 640.00| 165.00000 660.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 75.00000 225.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 115.000 TON | 21.50000 2472.50| 35.00000 4025.00| 17.00000 1955.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 2066.000 LFT | 1.80000 3718.80| 1.80000 3718.80| 2.00000 4132.00 TEMPORARY SILT FENCE | | | 0013 207-07498 23022.000 SYS | 0.10000 2302.20| 0.01000 230.22| 0.01000 230.22 SUBGRADE TREATMENT, TYPE A | | | 0014 210-06267 3.000 EACH| 497.00000 1491.00| 375.00000 1125.00| 75.00000 225.00 CURB STOP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-04712 214.000 CYS | 23.60000 5050.40| 27.50000 5885.00| 15.00000 3210.00 BACKFILL , LEVEE | | | 0016 211-07454 9051.000 CYS | 0.10000 905.10| 9.00000 81459.00| 0.02000 181.02 STRUCTURE BACKFILL | | | 0017 303-01180 1075.000 TON | 16.00000 17200.00| 14.40000 15480.00| 19.00000 20425.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08034 6749.000 SYS | 1.50000 10123.50| 2.75000 18559.75| 3.00000 20247.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 401-07334 2553.000 TON | 37.00000 94461.00| 39.00000 99567.00| 45.00000 114885.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 3329.000 TON | 35.00000 116515.00| 31.00000 103199.00| 39.00000 129831.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07418 8237.000 TON | 32.00000 263584.00| 29.00000 238873.00| 33.00000 271821.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0022 401-07429 2685.000 TON | 28.00000 75180.00| 31.50000 84577.50| 35.00000 93975.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0023 402-05496 12.000 TON | 125.00000 1500.00| 112.00000 1344.00| 125.00000 1500.00 HMA FOR ISLANDS | | | 0024 402-07453 435.000 TON | 55.00000 23925.00| 40.00000 17400.00| 32.00000 13920.00 HMA FOR TEMPORARY PAVEMENT | | | 0025 406-05520 23.440 TON | 300.00000 7032.00| 475.00000 11134.00| 565.00000 13243.60 ASPHALT FOR TACK COAT | | | 0026 601-01522 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1450.00000 2900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01701 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-05999 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 CURVED TERMINAL END | | | 0029 601-99105 400.000 LFT | 13.50000 5400.00| 13.50000 5400.00| 15.00000 6000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 604-06069 294.000 SYS | 50.00000 14700.00| 36.50000 10731.00| 40.00000 11760.00 CURB RAMP, CONCRETE | | | 0032 604-91531 858.000 SYS | 36.00000 30888.00| 31.85000 27327.30| 28.00000 24024.00 SIDEWALK, CONCRETE, 4 IN. | | | 0033 605-06120 91.000 LFT | 30.00000 2730.00| 17.00000 1547.00| 29.83000 2714.53 CURB, CONCRETE | | | 0034 605-06140 3776.000 LFT | 18.00000 67968.00| 13.50000 50976.00| 15.57000 58792.32 CURB AND GUTTER, CONCRETE | | | 0035 605-94190 700.000 SFT | 1.00000 700.00| 15.00000 10500.00| 8.05000 5635.00 CURB PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 610-07486 47.000 TON | 110.00000 5170.00| 95.00000 4465.00| 90.95000 4274.65 HMA FOR APPROACHES, TYPE A | | | 0037 611-05330 1931.000 SYS | 47.00000 90757.00| 35.25000 68067.75| 35.00000 67585.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0038 615-06505 7.000 EACH| 350.00000 2450.00| 450.00000 3150.00| 450.00000 3150.00 MONUMENT, B | | | 0039 616-02320 165.000 SYS | 1.50000 247.50| 2.25000 371.25| 6.00000 990.00 GEOTEXTILES | | | 0040 616-05688 250.000 TON | 31.45000 7862.50| 28.30000 7075.00| 30.00000 7500.00 RIPRAP, CLASS 1 | | | 0041 621-01004 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02770 780.000 SYS | 1.70000 1326.00| 1.70000 1326.00| 1.70000 1326.00 EROSION CONTROL BLANKET | | | 0043 621-04156 445.000 SYS | 49.12000 21858.40| 34.66000 15423.70| 35.00000 15575.00 SEEDING, WETLAND | | | 0044 621-06557 195.000 LBS | 6.15000 1199.25| 6.15000 1199.25| 6.15000 1199.25 SEED MIXTURE, T | | | 0045 621-06560 4740.000 SYS | 0.50000 2370.00| 0.50000 2370.00| 0.50000 2370.00 MULCHED SEEDING, U | | | 0046 621-06567 15.600 MG | 2.00000 31.20| 2.00000 31.20| 2.00000 31.20 WATER | | | 0047 621-06570 1440.000 CYS | 25.00000 36000.00| 25.25000 36360.00| 1.00000 1440.00 TOP SOIL | | | 0048 621-06575 3895.000 SYS | 3.92000 15268.40| 3.92000 15268.40| 5.00000 19475.00 SODDING, NURSERY | | | 0049 702-51863 10.000 EACH| 150.00000 1500.00| 25.00000 250.00| 50.00000 500.00 FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-51030 236.000 LBS | 1.00000 236.00| 6.50000 1534.00| 4.00000 944.00 REINFORCING STEEL | | | 0051 714-44240 5.200 CYS | 1700.00000 8840.00| 690.00000 3588.00| 550.00000 2860.00 CONCRETE, A, STRUCTURES | | | 0052 715-05024 3296.000 LFT | 56.90000 187542.40| 56.45000 186059.20| 55.00000 181280.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0053 715-05048 5748.000 LFT | 3.55000 20405.40| 2.85000 16381.80| 2.90000 16669.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0054 715-05151 2365.000 LFT | 26.95000 63736.75| 30.70000 72605.50| 17.00000 40205.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 724.000 LFT | 30.80000 22299.20| 35.00000 25340.00| 25.00000 18100.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05154 1060.000 LFT | 37.90000 40174.00| 39.70000 42082.00| 28.00000 29680.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0057 715-05156 674.000 LFT | 47.25000 31846.50| 50.45000 34003.30| 42.00000 28308.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0058 715-05247 25.000 LFT | 222.90000 5572.50| 158.95000 3973.75| 140.00000 3500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0059 715-05840 2.000 EACH| 1589.25000 3178.50| 1220.00000 2440.00| 1300.00000 2600.00 CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | 0060 715-94457 1625.000 LFT | 32.00000 52000.00| 38.00000 61750.00| 15.00000 24375.00 PIPE, PVC, SDR 35, 8 IN | | | 0061 718-06532 3280.000 LFT | 0.90000 2952.00| 0.50000 1640.00| 1.00000 3280.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0062 718-52610 507.000 CYS | 37.00000 18759.00| 26.60000 13486.20| 19.00000 9633.00 AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 5856.000 SYS | 1.45000 8491.20| 1.00000 5856.00| 1.00000 5856.00 GEOTEXTILES FOR UNDERDRAIN | | | 0064 720-44000 5.000 EACH| 300.00000 1500.00| 250.00000 1250.00| 700.00000 3500.00 CASTING, ADJUST TO GRADE | | | 0065 720-45030 3.000 EACH| 834.00000 2502.00| 1050.00000 3150.00| 1500.00000 4500.00 INLET, E7 | | | 0066 720-45045 25.000 EACH| 1073.00000 26825.00| 1350.00000 33750.00| 1500.00000 37500.00 INLET, J10 | | | 0067 720-45055 15.000 EACH| 1100.00000 16500.00| 1350.00000 20250.00| 1500.00000 22500.00 INLET, M10 | | | 0068 720-45075 4.000 EACH| 1188.00000 4752.00| 1350.00000 5400.00| 1700.00000 6800.00 INLET, R13 | | | 0069 720-45410 20.000 EACH| 1370.00000 27400.00| 1575.00000 31500.00| 2100.00000 42000.00 MANHOLE, C4 | | | 0070 720-45415 16.000 EACH| 1806.00000 28896.00| 2395.00000 38320.00| 2800.00000 44800.00 MANHOLE, D4 | | | 0071 720-45605 2.000 LFT | 1305.00000 2610.00| 400.00000 800.00| 900.00000 1800.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0072 720-94612 1.000 EACH| 3590.00000 3590.00| 3145.00000 3145.00| 3800.00000 3800.00 MANHOLE, K4 | | | 0073 720-98174 1.000 EACH| 1635.00000 1635.00| 2295.00000 2295.00| 2000.00000 2000.00 INLET, B15 | | | 0074 720-98555 2.000 EACH| 1635.00000 3270.00| 2295.00000 4590.00| 2000.00000 4000.00 INLET, C15 | | | 0075 721-43035 1.000 EACH| 1600.00000 1600.00| 2225.00000 2225.00| 3500.00000 3500.00 AUTOMATIC DRAINAGE GATE, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 732-01336 4.000 EACH| 2060.00000 8240.00| 1380.00000 5520.00| 1500.00000 6000.00 GATE VALVE, 12 IN. | | | 0077 732-01898 78.000 LFT | 40.55000 3162.90| 34.60000 2698.80| 65.00000 5070.00 WATER MAIN, DUCTILE IRON, 10 IN. | | | 0078 732-03063 1.000 EACH| 7331.00000 7331.00| 3200.00000 3200.00| 3000.00000 3000.00 TAPPING SLEEVE 16-INCH X 12-INCH, AND | | | TAPPING VALVE, 12 | | | 0079 732-04836 1.000 EACH| 1728.00000 1728.00| 1050.00000 1050.00| 1250.00000 1250.00 GATE VALVE 10-INCH | | | 0083 732-04965 150.000 LFT | 24.85000 3727.50| 20.00000 3000.00| 20.00000 3000.00 WATER SERVICE LINE OPEN CUT | | | 0084 732-04965 510.000 LFT | 26.65000 13591.50| 19.70000 10047.00| 10.00000 5100.00 WATER SERVICE LINE RELOCATION | | | 0085 732-91739 27.000 LFT | 49.50000 1336.50| 51.50000 1390.50| 66.08000 1784.16 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0086 732-91742 4.000 EACH| 2562.00000 10248.00| 2440.00000 9760.00| 2500.00000 10000.00 FIRE HYDRANT ASSEMBLY | | | 0087 732-96670 1745.000 LFT | 47.15000 82276.75| 41.00000 71545.00| 55.00000 95975.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0088 732-96948 1.000 EACH| 1065.00000 1065.00| 750.00000 750.00| 825.00000 825.00 GATE VALVE, 8 IN. | | | 0089 801-06203 12190.000 LFT | 0.20000 2438.00| 0.18000 2194.20| 0.25000 3047.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06207 12190.000 LFT | 0.10000 1219.00| 0.77000 9386.30| 1.00000 12190.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0091 801-06216 115.000 LFT | 4.30000 494.50| 1.20000 138.00| 4.00000 460.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. STOP BAR | | | 0092 801-06218 120.000 LFT | 1.50000 180.00| 4.50000 540.00| 10.00000 1200.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. Stop Bar | | | 0093 801-06640 25.000 EACH| 96.00000 2400.00| 150.00000 3750.00| 175.00000 4375.00 CONSTRUCTION SIGN, A | | | 0094 801-06710 300.000 DAY | 10.00000 3000.00| 12.00000 3600.00| 12.00000 3600.00 FLASHING ARROW SIGN | | | 0095 801-06775 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 111119.70000 111119.70 MAINTAINING TRAFFIC | | | 0096 801-07119 120.000 LFT | 15.59000 1870.80| 12.00000 1440.00| 20.00000 2400.00 BARRICADE, III-B | | | 0097 801-92448 15.000 DAY | 100.00000 1500.00| 93.50000 1402.50| 100.00000 1500.00 CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 802-05701 144.900 LFT | 11.00000 1593.90| 7.80000 1130.22| 11.10000 1608.39 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-05702 41.200 LFT | 11.00000 453.20| 6.80000 280.16| 11.10000 457.32 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0100 802-07135 4.000 EACH| 1800.00000 7200.00| 1850.00000 7400.00| 1816.80000 7267.20 CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0101 802-07160 2.000 EACH| 1650.00000 3300.00| 3280.00000 6560.00| 1665.40000 3330.80 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, III | | | 0102 802-76025 75.250 SFT | 9.00000 677.25| 11.40000 857.85| 9.08000 683.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0103 802-76035 124.000 SFT | 9.00000 1116.00| 11.90000 1475.60| 9.08000 1125.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0104 802-76045 28.760 SFT | 12.00000 345.12| 12.90000 371.00| 12.11000 348.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0105 802-76125 2.000 EACH| 5100.00000 10200.00| 6950.00000 13900.00| 5147.60000 10295.20 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0106 802-76135 2.000 EACH| 5800.00000 11600.00| 7520.00000 15040.00| 5854.13000 11708.26 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0107 805-01815 4.000 EACH| 2000.00000 8000.00| 1800.00000 7200.00| 1514.00000 6056.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0108 805-01842 16.000 EACH| 510.00000 8160.00| 680.00000 10880.00| 514.76000 8236.16 HANDHOLE, SIGNAL | | | 0109 805-01879 1.000 EACH| 425.00000 425.00| 450.00000 450.00| 428.97000 428.97 SIGNAL SERVICE, INSTALL | | | 0110 805-02426 1830.000 LFT | 3.10000 5673.00| 3.40000 6222.00| 3.13000 5727.90 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0111 805-04982 880.000 LFT | 0.20000 176.00| 0.20000 176.00| 0.20000 176.00 CABLE , 1C NO. 10 THW OR TW STRANDED | | | COPPER | | | 0112 805-06592 5110.000 LFT | 9.40000 48034.00| 12.20000 62342.00| 10.00000 51100.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0113 805-78106 1.000 EACH| 10600.00000 10600.00| 15200.00000 15200.00| 11000.00000 11000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-78205 8.000 EACH| 610.00000 4880.00| 680.00000 5440.00| 615.69000 4925.52 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0115 805-78215 2.000 EACH| 675.00000 1350.00| 690.00000 1380.00| 681.30000 1362.60 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1009.34000 2018.68 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78355 2.000 EACH| 450.00000 900.00| 380.00000 760.00| 454.20000 908.40 PEDESTRIAN SIGNAL HEAD, 12 IN. | | | 0118 805-78370 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.94000 201.88 PEDESTRIAN PUSH BUTTON | | | 0119 805-78415 4.000 EACH| 1080.00000 4320.00| 1550.00000 6200.00| 1090.08000 4360.32 SPAN, CATENARY, AND TETHER | | | 0120 805-78420 4.000 EACH| 300.00000 1200.00| 230.00000 920.00| 302.80000 1211.20 DISCONNECT HANGER | | | 0121 805-78467 15.000 LFT | 1.25000 18.75| 1.50000 22.50| 1.26000 18.90 SIGNAL CABLE, 3C 8GA. | | | 0122 805-78480 1260.000 LFT | 0.55000 693.00| 0.80000 1008.00| 0.56000 705.60 SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 245.000 LFT | 0.65000 159.25| 0.90000 220.50| 0.66000 161.70 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 530.000 LFT | 0.85000 450.50| 1.20000 636.00| 0.86000 455.80 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78492 4280.000 LFT | 1.10000 4708.00| 1.20000 5136.00| 1.11000 4750.80 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0126 805-78510 2860.000 LFT | 0.75000 2145.00| 1.30000 3718.00| 0.76000 2173.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0127 805-78785 9.000 EACH| 425.00000 3825.00| 380.00000 3420.00| 428.97000 3860.73 SIGNAL DETECTOR HOUSING | | | 0128 805-78795 710.000 LFT | 8.25000 5857.50| 8.50000 6035.00| 8.33000 5914.30 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-78925 1.000 EACH| 565.00000 565.00| 580.00000 580.00| 570.27000 570.27 CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-81032 4.000 EACH| 2800.00000 11200.00| 2850.00000 11400.00| 2826.13000 11304.52 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0131 805-86920 18.000 EACH| 18.00000 324.00| 14.20000 255.60| 18.17000 327.06 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0132 805-86925 36.000 EACH| 23.00000 828.00| 20.00000 720.00| 23.21000 835.56 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-86930 26.000 EACH| 18.00000 468.00| 13.20000 343.20| 18.17000 472.42 INSULATING LINK, NOT WATERPROOFED | | | 0134 805-86935 22.000 EACH| 22.00000 484.00| 19.80000 435.60| 22.21000 488.62 INSULATING LINK, WATERPROOFED | | | 0135 805-92504 4.000 EACH| 290.00000 1160.00| 310.00000 1240.00| 292.71000 1170.84 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0136 807-02191 1.000 EACH| 525.00000 525.00| 680.00000 680.00| 529.90000 529.90 HANDHOLE, LIGHTING | | | 0137 807-02193 22.000 EACH| 585.00000 12870.00| 620.00000 13640.00| 590.46000 12990.12 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0138 807-03898 1410.000 LFT | 3.10000 4371.00| 3.20000 4512.00| 3.13000 4413.30 WIRE, XHHW, NO. 4 CU, IN CABLE DUCT IN | | | TRENCH | | | 0139 807-83740 5.000 EACH| 1100.00000 5500.00| 1380.00000 6900.00| 1110.27000 5551.35 LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0140 807-83752 17.000 EACH| 1100.00000 18700.00| 1410.00000 23970.00| 1110.27000 18874.59 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0141 807-86620 22.000 EACH| 225.00000 4950.00| 210.00000 4620.00| 227.10000 4996.20 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0142 807-86810 1.000 EACH| 3000.00000 3000.00| 4200.00000 4200.00| 3028.00000 3028.00 SERVICE POINT, II | | | 0143 807-86910 22.000 EACH| 25.00000 550.00| 24.00000 528.00| 25.23000 555.06 CONNECTOR KIT, UNFUSED | | | 0144 807-86915 22.000 EACH| 25.00000 550.00| 27.00000 594.00| 25.23000 555.06 CONNECTOR KIT, FUSED | | | 0145 808-06701 1457.000 LFT | 0.30000 437.10| 0.35000 509.95| 0.35000 509.95 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0146 808-06703 2522.000 LFT | 0.30000 756.60| 0.35000 882.70| 0.35000 882.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0147 808-06705 350.000 LFT | 1.25000 437.50| 0.65000 227.50| 0.65000 227.50 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0148 808-06706 198.000 LFT | 4.00000 792.00| 3.00000 594.00| 3.00000 594.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. STOP BAR | | | 0149 808-06716 2030.000 LFT | 0.65000 1319.50| 0.30000 609.00| 0.50000 1015.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 808-75240 272.000 LFT | 0.30000 81.60| 0.35000 95.20| 0.35000 95.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0151 808-75245 10974.000 LFT | 0.30000 3292.20| 0.35000 3840.90| 0.35000 3840.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0152 808-75300 196.000 LFT | 1.00000 196.00| 0.57000 111.72| 0.57000 111.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0153 808-75320 22.000 EACH| 55.00000 1210.00| 46.00000 1012.00| 46.00000 1012.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0154 808-75325 14.000 EACH| 75.00000 1050.00| 60.00000 840.00| 60.00000 840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0155 715-92542 10.000 LFT | 370.00000 3700.00| 40.00000 400.00| 88.00000 880.00 WATER MAIN, 6 IN., RELOCATE | | | 0156 715-93913 20.000 LFT | 335.00000 6700.00| 45.00000 900.00| 90.00000 1800.00 WATER MAIN, 8 IN. , RELOCATE | | | 0157 732-04964 30.000 LFT | 266.00000 7980.00| 50.00000 1500.00| 116.00000 3480.00 WATER MAIN , 12 IN., RELOCATE | | | SECTION TOTALS | $ 2,291,576.82| $ 2,371,707.42| $ 2,373,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,291,576.82| $ 2,371,707.42| $ 2,373,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2277.80000 34167.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 250000.00000 250000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 56000.00000 56000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 16781.000 SYS | 8.00000 134248.00| | PAVEMENT REMOVAL | | | 0006 202-02273 513.000 SYS | 8.00000 4104.00| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1400.000 LFT | 5.00000 7000.00| | CURB, CONCRETE, REMOVE | | | 0008 203-02000 2787.000 CYS | 27.00000 75249.00| | EXCAVATION, COMMON | | | 0009 205-06931 4.000 TON | 493.80000 1975.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 3.000 EACH| 78.00000 234.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 115.000 TON | 43.70000 5025.50| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 2066.000 LFT | 1.85000 3822.10| | TEMPORARY SILT FENCE | | | 0013 207-07498 23022.000 SYS | 3.15000 72519.30| | SUBGRADE TREATMENT, TYPE A | | | 0014 210-06267 3.000 EACH| 234.00000 702.00| | CURB STOP | | | 0015 211-04712 214.000 CYS | 15.00000 3210.00| | BACKFILL , LEVEE | | | 0016 211-07454 9051.000 CYS | 3.10000 28058.10| | STRUCTURE BACKFILL | | | 0017 303-01180 1075.000 TON | 36.00000 38700.00| | COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08034 6749.000 SYS | 2.00000 13498.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0019 401-07334 2553.000 TON | 45.00000 114885.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 3329.000 TON | 35.00000 116515.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07418 8237.000 TON | 30.00000 247110.00| | QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0022 401-07429 2685.000 TON | 35.00000 93975.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0023 402-05496 12.000 TON | 140.20000 1682.40| | HMA FOR ISLANDS | | | 0024 402-07453 435.000 TON | 75.00000 32625.00| | HMA FOR TEMPORARY PAVEMENT | | | 0025 406-05520 23.440 TON | 152.80000 3581.63| | ASPHALT FOR TACK COAT | | | 0026 601-01522 2.000 EACH| 1895.00000 3790.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01701 1.000 EACH| 2100.00000 2100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-05999 1.000 EACH| 52.00000 52.00| | CURVED TERMINAL END | | | 0029 601-99105 400.000 LFT | 14.25000 5700.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 604-06069 294.000 SYS | 43.65000 12833.10| | CURB RAMP, CONCRETE | | | 0032 604-91531 858.000 SYS | 26.80000 22994.40| | SIDEWALK, CONCRETE, 4 IN. | | | 0033 605-06120 91.000 LFT | 18.25000 1660.75| | CURB, CONCRETE | | | 0034 605-06140 3776.000 LFT | 16.20000 61171.20| | CURB AND GUTTER, CONCRETE | | | 0035 605-94190 700.000 SFT | 0.01000 7.00| | CURB PATCHING | | | 0036 610-07486 47.000 TON | 96.50000 4535.50| | HMA FOR APPROACHES, TYPE A | | | 0037 611-05330 1931.000 SYS | 40.40000 78012.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0038 615-06505 7.000 EACH| 475.00000 3325.00| | MONUMENT, B | | | 0039 616-02320 165.000 SYS | 9.65000 1592.25| | GEOTEXTILES | | | 0040 616-05688 250.000 TON | 36.00000 9000.00| | RIPRAP, CLASS 1 | | | 0041 621-01004 3.000 EACH| 950.00000 2850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-02770 780.000 SYS | 1.80000 1404.00| | EROSION CONTROL BLANKET | | | 0043 621-04156 445.000 SYS | 50.50000 22472.50| | SEEDING, WETLAND | | | 0044 621-06557 195.000 LBS | 6.50000 1267.50| | SEED MIXTURE, T | | | 0045 621-06560 4740.000 SYS | 0.53000 2512.20| | MULCHED SEEDING, U | | | 0046 621-06567 15.600 MG | 2.10000 32.76| | WATER | | | 0047 621-06570 1440.000 CYS | 23.50000 33840.00| | TOP SOIL | | | 0048 621-06575 3895.000 SYS | 4.10000 15969.50| | SODDING, NURSERY | | | 0049 702-51863 10.000 EACH| 51.50000 515.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-51030 236.000 LBS | 1.05000 247.80| | REINFORCING STEEL | | | 0051 714-44240 5.200 CYS | 1795.00000 9334.00| | CONCRETE, A, STRUCTURES | | | 0052 715-05024 3296.000 LFT | 66.00000 217536.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0053 715-05048 5748.000 LFT | 5.40000 31039.20| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0054 715-05151 2365.000 LFT | 31.15000 73669.75| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 724.000 LFT | 47.35000 34281.40| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05154 1060.000 LFT | 48.50000 51410.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0057 715-05156 674.000 LFT | 48.00000 32352.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0058 715-05247 25.000 LFT | 260.00000 6500.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0059 715-05840 2.000 EACH| 1125.00000 2250.00| | CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | 0060 715-94457 1625.000 LFT | 41.00000 66625.00| | PIPE, PVC, SDR 35, 8 IN | | | 0061 718-06532 3280.000 LFT | 4.40000 14432.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 718-52610 507.000 CYS | 32.00000 16224.00| | AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 5856.000 SYS | 1.95000 11419.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0064 720-44000 5.000 EACH| 520.00000 2600.00| | CASTING, ADJUST TO GRADE | | | 0065 720-45030 3.000 EACH| 1065.00000 3195.00| | INLET, E7 | | | 0066 720-45045 25.000 EACH| 1020.00000 25500.00| | INLET, J10 | | | 0067 720-45055 15.000 EACH| 1165.00000 17475.00| | INLET, M10 | | | 0068 720-45075 4.000 EACH| 1235.00000 4940.00| | INLET, R13 | | | 0069 720-45410 20.000 EACH| 1295.00000 25900.00| | MANHOLE, C4 | | | 0070 720-45415 16.000 EACH| 1990.00000 31840.00| | MANHOLE, D4 | | | 0071 720-45605 2.000 LFT | 342.00000 684.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0072 720-94612 1.000 EACH| 4115.00000 4115.00| | MANHOLE, K4 | | | 0073 720-98174 1.000 EACH| 1870.00000 1870.00| | INLET, B15 | | | 0074 720-98555 2.000 EACH| 1795.00000 3590.00| | INLET, C15 | | | 0075 721-43035 1.000 EACH| 1580.00000 1580.00| | AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0076 732-01336 4.000 EACH| 1330.00000 5320.00| | GATE VALVE, 12 IN. | | | 0077 732-01898 78.000 LFT | 50.00000 3900.00| | WATER MAIN, DUCTILE IRON, 10 IN. | | | 0078 732-03063 1.000 EACH| 6675.00000 6675.00| | TAPPING SLEEVE 16-INCH X 12-INCH, AND | | | TAPPING VALVE, 12 | | | 0079 732-04836 1.000 EACH| 1230.00000 1230.00| | GATE VALVE 10-INCH | | | 0083 732-04965 150.000 LFT | 50.50000 7575.00| | WATER SERVICE LINE OPEN CUT | | | 0084 732-04965 510.000 LFT | 38.40000 19584.00| | WATER SERVICE LINE RELOCATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 732-91739 27.000 LFT | 94.75000 2558.25| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0086 732-91742 4.000 EACH| 2426.00000 9704.00| | FIRE HYDRANT ASSEMBLY | | | 0087 732-96670 1745.000 LFT | 42.10000 73464.50| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0088 732-96948 1.000 EACH| 840.00000 840.00| | GATE VALVE, 8 IN. | | | 0089 801-06203 12190.000 LFT | 0.25000 3047.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06207 12190.000 LFT | 0.85000 10361.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0091 801-06216 115.000 LFT | 1.45000 166.75| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. STOP BAR | | | 0092 801-06218 120.000 LFT | 5.00000 600.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. Stop Bar | | | 0093 801-06640 25.000 EACH| 101.00000 2525.00| | CONSTRUCTION SIGN, A | | | 0094 801-06710 300.000 DAY | 10.55000 3165.00| | FLASHING ARROW SIGN | | | 0095 801-06775 LUMP| 52928.35000 52928.35| | MAINTAINING TRAFFIC | | | 0096 801-07119 120.000 LFT | 15.20000 1824.00| | BARRICADE, III-B | | | 0097 801-92448 15.000 DAY | 78.95000 1184.25| | CONSTRUCTION SIGNS, MOBILE | | | 0098 802-05701 144.900 LFT | 11.45000 1659.11| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-05702 41.200 LFT | 11.45000 471.74| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0100 802-07135 4.000 EACH| 1935.00000 7740.00| | CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0101 802-07160 2.000 EACH| 1794.00000 3588.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, III | | | 0102 802-76025 75.250 SFT | 9.40000 707.35| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 802-76035 124.000 SFT | 9.40000 1165.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0104 802-76045 28.760 SFT | 12.65000 363.81| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0105 802-76125 2.000 EACH| 5545.00000 11090.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0106 802-76135 2.000 EACH| 6240.00000 12480.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0107 805-01815 4.000 EACH| 1595.00000 6380.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0108 805-01842 16.000 EACH| 531.25000 8500.00| | HANDHOLE, SIGNAL | | | 0109 805-01879 1.000 EACH| 447.50000 447.50| | SIGNAL SERVICE, INSTALL | | | 0110 805-02426 1830.000 LFT | 3.25000 5947.50| | WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0111 805-04982 880.000 LFT | 0.20000 176.00| | CABLE , 1C NO. 10 THW OR TW STRANDED | | | COPPER | | | 0112 805-06592 5110.000 LFT | 9.80000 50078.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0113 805-78106 1.000 EACH| 11000.00000 11000.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0114 805-78205 8.000 EACH| 640.00000 5120.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0115 805-78215 2.000 EACH| 710.00000 1420.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 2.000 EACH| 1010.00000 2020.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78355 2.000 EACH| 475.00000 950.00| | PEDESTRIAN SIGNAL HEAD, 12 IN. | | | 0118 805-78370 2.000 EACH| 105.00000 210.00| | PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 805-78415 4.000 EACH| 1140.00000 4560.00| | SPAN, CATENARY, AND TETHER | | | 0120 805-78420 4.000 EACH| 315.00000 1260.00| | DISCONNECT HANGER | | | 0121 805-78467 15.000 LFT | 1.30000 19.50| | SIGNAL CABLE, 3C 8GA. | | | 0122 805-78480 1260.000 LFT | 0.60000 756.00| | SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 245.000 LFT | 0.65000 159.25| | SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 530.000 LFT | 0.90000 477.00| | SIGNAL CABLE, 7C 14GA. | | | 0125 805-78492 4280.000 LFT | 1.15000 4922.00| | SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0126 805-78510 2860.000 LFT | 0.80000 2288.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0127 805-78785 9.000 EACH| 445.00000 4005.00| | SIGNAL DETECTOR HOUSING | | | 0128 805-78795 710.000 LFT | 8.65000 6141.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-78925 1.000 EACH| 592.00000 592.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-81032 4.000 EACH| 2935.00000 11740.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0131 805-86920 18.000 EACH| 19.00000 342.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0132 805-86925 36.000 EACH| 24.10000 867.60| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0133 805-86930 26.000 EACH| 19.00000 494.00| | INSULATING LINK, NOT WATERPROOFED | | | 0134 805-86935 22.000 EACH| 23.00000 506.00| | INSULATING LINK, WATERPROOFED | | | 0135 805-92504 4.000 EACH| 305.00000 1220.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0136 807-02191 1.000 EACH| 550.00000 550.00| | HANDHOLE, LIGHTING | | | 0137 807-02193 22.000 EACH| 615.00000 13530.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 807-03898 1410.000 LFT | 3.25000 4582.50| | WIRE, XHHW, NO. 4 CU, IN CABLE DUCT IN | | | TRENCH | | | 0139 807-83740 5.000 EACH| 1155.00000 5775.00| | LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0140 807-83752 17.000 EACH| 1155.00000 19635.00| | LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0141 807-86620 22.000 EACH| 235.00000 5170.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0142 807-86810 1.000 EACH| 3145.00000 3145.00| | SERVICE POINT, II | | | 0143 807-86910 22.000 EACH| 26.25000 577.50| | CONNECTOR KIT, UNFUSED | | | 0144 807-86915 22.000 EACH| 26.25000 577.50| | CONNECTOR KIT, FUSED | | | 0145 808-06701 1457.000 LFT | 0.35000 509.95| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0146 808-06703 2522.000 LFT | 0.35000 882.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0147 808-06705 350.000 LFT | 0.65000 227.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0148 808-06706 198.000 LFT | 3.10000 613.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. STOP BAR | | | 0149 808-06716 2030.000 LFT | 0.30000 609.00| | LINE, REMOVE | | | 0150 808-75240 272.000 LFT | 0.35000 95.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0151 808-75245 10974.000 LFT | 0.35000 3840.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0152 808-75300 196.000 LFT | 0.60000 117.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0153 808-75320 22.000 EACH| 47.30000 1040.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 290 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,102,196.97 ROUTE : RIDGE ROAD CALL ORDER : 290 CONTRACT ID : R -26976-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 808-75325 14.000 EACH| 61.75000 864.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0155 715-92542 10.000 LFT | 182.00000 1820.00| | WATER MAIN, 6 IN., RELOCATE | | | 0156 715-93913 20.000 LFT | 131.75000 2635.00| | WATER MAIN, 8 IN. , RELOCATE | | | 0157 732-04964 30.000 LFT | 130.65000 3919.50| | WATER MAIN , 12 IN., RELOCATE | | | SECTION TOTALS | $ 2,816,368.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,816,368.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 310 CONTRACT ID : R -27015-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 748,843.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 837,316.30 111.8145% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 858,068.44 114.5858% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,034,000.00 138.0795% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,491,175.15 ROUTE : CALL ORDER : 320 CONTRACT ID : R -27030-A COUNTIES : ST. JOSEPH LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9971048 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 970,784.11 100.0000% 2 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 981,469.00 101.1006% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 988,909.77 101.8671% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,309,941.79 134.9364% 5 35-1489621 HRP CONSTRUCTION, INC. $ 1,373,394.36 141.4726% ==================================================================================================================================== |(1) 35-1068009 |(2) 35-2031359 |(3) 35-0918397 |DYER CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP| 23347.49000 23347.49| 15000.00000 15000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2139.96000 25679.52| 1500.00000 18000.00| 1400.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 45875.00000 45875.00| 49000.00000 49000.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 41100.00000 41100.00| 19600.00000 19600.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0005 203-02000 1450.000 CYS | 3.05000 4422.50| 6.13000 8888.50| 22.00000 31900.00 EXCAVATION, COMMON | | | 0006 203-02070 31000.000 CYS | 3.10000 96100.00| 3.74000 115940.00| 3.50000 108500.00 BORROW | | | 0007 205-06937 8280.000 LFT | 1.35000 11178.00| 1.30000 10764.00| 1.40000 11592.00 TEMPORARY SILT FENCE | | | 0008 210-05591 36185.000 CYS | 14.00000 506590.00| 11.50000 416127.50| 13.50000 488497.50 CLAY CAP FOR LANDFILL | | | 0010 210-07761 1.000 EACH| 10300.00000 10300.00| 4000.00000 4000.00| 10000.00000 10000.00 LANDFILL GAS VENT | | | 0011 211-07454 30.000 CYS | 19.10000 573.00| 13.00000 390.00| 7.00000 210.00 STRUCTURE BACKFILL | | | 0012 303-04853 1010.000 TON | 19.45000 19644.50| 21.00000 21210.00| 14.00000 14140.00 COMPACTED AGGREGATE , CRUSHER FINES | | | 0013 303-07449 1265.000 TON | 19.10000 24161.50| 22.75000 28778.75| 15.00000 18975.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 617-04488 6500.000 SYS | 2.00000 13000.00| 2.32000 15080.00| 3.00000 19500.00 GEOGRID, SUBGRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,491,175.15 ROUTE : CALL ORDER : 320 CONTRACT ID : R -27030-A COUNTIES : ST. JOSEPH LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-2031359 |(3) 35-0918397 |DYER CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-01004 1.000 EACH| 662.80000 662.80| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-02770 13.000 SYS | 43.55000 566.15| 43.00000 559.00| 30.00000 390.00 EROSION CONTROL BLANKET | | | 0017 621-06545 6.500 TON | 955.00000 6207.50| 944.00000 6136.00| 900.00000 5850.00 FERTILIZER | | | 0018 621-06553 3960.000 LBS | 1.65000 6534.00| 1.64000 6494.40| 2.00000 7920.00 SEED MIXTURE, R | | | 0019 621-06565 31.000 TON | 534.00000 16554.00| 527.00000 16337.00| 550.00000 17050.00 MULCHING MATERIAL | | | 0020 621-06575 115.000 SYS | 11.80000 1357.00| 13.18000 1515.70| 11.92000 1370.80 SODDING, NURSERY | | | 0021 621-07762 12460.000 CYS | 7.00000 87220.00| 12.24000 152510.40| 6.00000 74760.00 COMPOST AMENDED SOIL | | | 0022 715-05118 64.000 LFT | 22.65000 1449.60| 28.00000 1792.00| 25.00000 1600.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 715-05121 36.000 LFT | 22.90000 824.40| 30.00000 1080.00| 30.00000 1080.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0024 715-05149 48.000 LFT | 16.70000 801.60| 21.00000 1008.00| 25.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0025 715-46000 1.000 EACH| 229.05000 229.05| 470.00000 470.00| 400.00000 400.00 PIPE END SECTION, 12 IN. | | | 0026 720-45235 1.000 EACH| 810.00000 810.00| 1000.00000 1000.00| 1200.00000 1200.00 CATCH BASIN, E7 | | | 0027 801-06640 10.000 EACH| 130.00000 1300.00| 125.00000 1250.00| 98.50000 985.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 1605.00000 1605.00| 43000.00000 43000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0029 802-03896 6.000 EACH| 555.00000 3330.00| 915.00000 5490.00| 600.00000 3600.00 BOLLARD | | | 0030 802-05701 155.500 LFT | 11.40000 1772.70| 11.00000 1710.50| 11.00000 1710.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0031 802-76020 88.750 SFT | 22.00000 1952.50| 11.00000 976.25| 9.90000 878.63 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0032 808-03439 126.000 LFT | 5.05000 636.30| 1.75000 220.50| 1.59000 200.34 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0033 210-08065 LUMP| 15000.00000 15000.00| 16540.50000 16540.50| 15000.00000 15000.00 MATERIAL TESTING FOR LANDFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,491,175.15 ROUTE : CALL ORDER : 320 CONTRACT ID : R -27030-A COUNTIES : ST. JOSEPH LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-2031359 |(3) 35-0918397 |DYER CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 970,784.11| $ 981,469.00| $ 988,909.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 970,784.11| $ 981,469.00| $ 988,909.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,491,175.15 ROUTE : CALL ORDER : 320 CONTRACT ID : R -27030-A COUNTIES : ST. JOSEPH LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1489621 | |KANKAKEE VALLEY CONSTRUCTION|HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 3000.00000 36000.00| 1500.00000 18000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 53000.00000 53000.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 9000.00000 9000.00| 40000.00000 40000.00| CLEARING AND GRUBBING | | | 0005 203-02000 1450.000 CYS | 5.52000 8004.00| 12.00000 17400.00| EXCAVATION, COMMON | | | 0006 203-02070 31000.000 CYS | 6.88000 213280.00| 6.00000 186000.00| BORROW | | | 0007 205-06937 8280.000 LFT | 1.25000 10350.00| 1.25000 10350.00| TEMPORARY SILT FENCE | | | 0008 210-05591 36185.000 CYS | 16.95000 613335.75| 18.00000 651330.00| CLAY CAP FOR LANDFILL | | | 0010 210-07761 1.000 EACH| 22000.00000 22000.00| 5000.00000 5000.00| LANDFILL GAS VENT | | | 0011 211-07454 30.000 CYS | 9.39000 281.70| 8.00000 240.00| STRUCTURE BACKFILL | | | 0012 303-04853 1010.000 TON | 25.75000 26007.50| 20.00000 20200.00| COMPACTED AGGREGATE , CRUSHER FINES | | | 0013 303-07449 1265.000 TON | 26.22000 33168.30| 20.00000 25300.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 617-04488 6500.000 SYS | 3.53000 22945.00| 3.00000 19500.00| GEOGRID, SUBGRADE | | | 0015 621-01004 1.000 EACH| 590.00000 590.00| 590.00000 590.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-02770 13.000 SYS | 38.75000 503.75| 38.75000 503.75| EROSION CONTROL BLANKET | | | 0017 621-06545 6.500 TON | 850.00000 5525.00| 850.00000 5525.00| FERTILIZER | | | 0018 621-06553 3960.000 LBS | 1.48000 5860.80| 1.48000 5860.80| SEED MIXTURE, R | | | 0019 621-06565 31.000 TON | 475.00000 14725.00| 475.00000 14725.00| MULCHING MATERIAL | | | 0020 621-06575 115.000 SYS | 11.86000 1363.90| 11.86000 1363.90| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,491,175.15 ROUTE : CALL ORDER : 320 CONTRACT ID : R -27030-A COUNTIES : ST. JOSEPH LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1489621 | |KANKAKEE VALLEY CONSTRUCTION|HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-07762 12460.000 CYS | 14.32000 178427.20| 16.00000 199360.00| COMPOST AMENDED SOIL | | | 0022 715-05118 64.000 LFT | 22.46000 1437.44| 20.00000 1280.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 715-05121 36.000 LFT | 25.30000 910.80| 28.00000 1008.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0024 715-05149 48.000 LFT | 20.81000 998.88| 22.00000 1056.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0025 715-46000 1.000 EACH| 204.99000 204.99| 425.00000 425.00| PIPE END SECTION, 12 IN. | | | 0026 720-45235 1.000 EACH| 1268.42000 1268.42| 1500.00000 1500.00| CATCH BASIN, E7 | | | 0027 801-06640 10.000 EACH| 115.00000 1150.00| 115.00000 1150.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 500.00000 500.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0029 802-03896 6.000 EACH| 878.63000 5271.78| 400.00000 2400.00| BOLLARD | | | 0030 802-05701 155.500 LFT | 10.15000 1578.33| 10.12000 1573.66| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0031 802-76020 88.750 SFT | 19.00000 1686.25| 19.00000 1686.25| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0032 808-03439 126.000 LFT | 4.50000 567.00| 4.50000 567.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0033 210-08065 LUMP| 20000.00000 20000.00| 17000.00000 17000.00| MATERIAL TESTING FOR LANDFILL | | | SECTION TOTALS | $ 1,309,941.79| $ 1,373,394.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,309,941.79| $ 1,373,394.36| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1323020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1438272 DAVES EXCAVATING, INC. $ 223,766.16 100.0000% 2 35-1374866 PRIMCO, INC. $ 234,205.74 104.6653% 3 35-2064912 B & P CONSTRUCTION $ 253,476.77 113.2775% 4 35-1058755 BAKER & SCHULTZ, INC. $ 256,586.77 114.6673% 5 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 257,124.60 114.9077% 6 35-1065659 BROOKS CONSTRUCTION $ 257,523.10 115.0858% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 278,114.87 124.2881% 8 35-1212938 ATLAS EXCAVATING, INC. $ 284,217.50 127.0154% 9 18-6227744 LUDWIG, R.H. CONSTRUCTION CONDITIONAL BID $ 293,224.70 131.0406% 10 35-1817574 YARDBERRY LANDSCAPE $ 302,335.38 135.1121% ==================================================================================================================================== |(1) 35-1438272 |(2) 35-1374866 |(3) 35-2064912 |DAVES EXCAVATING, INC. |PRIMCO, INC. |B & P 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| 9800.00000 9800.00| 5412.02000 5412.02| 10500.00000 10500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1375.00000 8250.00| 2006.42000 12038.52| 1300.00000 7800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 5600.00000 5600.00| 11710.28000 11710.28| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 4684.11000 4684.11| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 4500.00000 4500.00| 8680.00000 8680.00| 11120.00000 11120.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 6.000 m | 15.00000 90.00| 16.00000 96.00| 30.00000 180.00 PIPE, REMOVE | | | 0007 203-02000 615.000 m3 | 14.80000 9102.00| 20.00000 12300.00| 23.00000 14145.00 EXCAVATION, COMMON | | | 0008 206-51230 114.000 m3 | 42.00000 4788.00| 20.00000 2280.00| 21.00000 2394.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0009 207-07502 875.000 m2 | 3.84000 3360.00| 12.00000 10500.00| 6.00000 5250.00 SUBGRADE TREATMENT, TYPE D | | | 0010 211-07454 31.000 m3 | 35.20000 1091.20| 85.00000 2635.00| 27.00000 837.00 STRUCTURE BACKFILL | | | 0011 213-52830 90.000 m3 | 95.60000 8604.00| 100.00000 9000.00| 75.00000 6750.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1438272 |(2) 35-1374866 |(3) 35-2064912 |DAVES EXCAVATING, INC. |PRIMCO, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-01180 625.000 Mg | 20.96000 13100.00| 12.50000 7812.50| 13.50000 8437.50 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 97.000 Mg | 62.00000 6014.00| 48.50000 4704.50| 46.00000 4462.00 WIDENING WITH HMA, TYPE B | | | 0014 306-08036 1617.000 m2 | 3.18000 5142.06| 3.00000 4851.00| 3.25000 5255.25 MILLING, ASPHALT, 50 mm | | | 0015 402-07433 285.000 Mg | 55.00000 15675.00| 45.00000 12825.00| 45.00000 12825.00 HMA SURFACE, TYPE B | | | 0016 402-07438 204.000 Mg | 44.30000 9037.20| 45.00000 9180.00| 46.00000 9384.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 32.000 Mg | 94.50000 3024.00| 45.00000 1440.00| 46.00000 1472.00 HMA BASE, TYPE B | | | 0018 404-05511 737.000 m2 | 3.15000 2321.55| 3.00000 2211.00| 3.00000 2211.00 SEAL COAT, 2 | | | 0019 405-05517 0.200 Mg | 5200.00000 1040.00| 2000.00000 400.00| 2000.00000 400.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.300 Mg | 210.00000 273.00| 165.00000 214.50| 165.00000 214.50 ASPHALT FOR TACK COAT | | | 0021 601-01848 1.000 EACH| 1760.00000 1760.00| 1675.00000 1675.00| 1775.00000 1775.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-06854 2.000 EACH| 1712.00000 3424.00| 1630.00000 3260.00| 1730.00000 3460.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH| 1940.00000 5820.00| 1850.00000 5550.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 152.400 m | 32.00000 4876.80| 30.55000 4655.82| 30.55000 4655.82 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 34.000 Mg | 79.00000 2686.00| 65.00000 2210.00| 66.00000 2244.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 2.000 EACH| 175.00000 350.00| 165.00000 330.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 300.000 m2 | 4.26000 1278.00| 3.00000 900.00| 7.00000 2100.00 GEOTEXTILES | | | 0028 616-06405 185.000 Mg | 21.89000 4049.65| 30.00000 5550.00| 30.00000 5550.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 400.00000 400.00| 475.00000 475.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.600 Mg | 890.00000 534.00| 358.00000 214.80| 900.00000 540.00 FERTILIZER | | | 0031 621-06548 1.300 kg | 58.00000 75.40| 70.00000 91.00| 55.00000 71.50 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1438272 |(2) 35-1374866 |(3) 35-2064912 |DAVES EXCAVATING, INC. |PRIMCO, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06559 3000.000 m2 | 0.57000 1710.00| 0.42000 1260.00| 0.60000 1800.00 MULCHED SEEDING, R | | | 0033 621-06567 2.700 kL | 1.00000 2.70| 1.00000 2.70| 1.00000 2.70 WATER | | | 0034 621-06574 150.000 m2 | 14.60000 2190.00| 12.15000 1822.50| 14.00000 2100.00 SODDING | | | 0035 715-05151 19.000 m | 75.00000 1425.00| 70.00000 1330.00| 50.00000 950.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-06561 6.000 m | 36.00000 216.00| 45.00000 270.00| 60.00000 360.00 PIPE EXTENSION, CIRCULAR, 100 mm | | | 0037 715-46005 4.000 EACH| 130.00000 520.00| 200.00000 800.00| 250.00000 1000.00 PIPE END SECTION, 375 mm | | | 0038 723-06660 28.000 m2 | 425.00000 11900.00| 600.00000 16800.00| 338.00000 9464.00 WINGWALL | | | 0039 723-07911 13.200 m | 4510.00000 59532.00| 4000.00000 52800.00| 5430.00000 71676.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2130 mm | | | 0040 801-04308 4.000 EACH| 115.00000 460.00| 110.00000 440.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 17.000 EACH| 47.00000 799.00| 45.00000 765.00| 110.00000 1870.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 3.000 EACH| 69.00000 207.00| 66.00000 198.00| 150.00000 450.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 37.00000 111.00| 35.00000 105.00| 50.00000 150.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 3500.00000 3500.00| 7226.69000 7226.69| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0045 801-07118 14.400 m | 11.00000 158.40| 10.00000 144.00| 35.00000 504.00 BARRICADE, III-A | | | 0046 801-07119 14.400 m | 12.50000 180.00| 12.00000 172.80| 35.00000 504.00 BARRICADE, III-B | | | 0047 808-06703 590.000 m | 1.94000 1144.60| 1.85000 1091.50| 1.75000 1032.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75245 590.000 m | 1.94000 1144.60| 1.85000 1091.50| 2.00000 1180.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 223,766.16| $ 234,205.74| $ 253,476.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,766.16| $ 234,205.74| $ 253,476.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2031359 |(6) 35-1065659 |BAKER & SCHULTZ, INC. |HERITAGE INDUSTRIAL SERVICES|BROOKS 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| 4600.00000 4600.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2390.00000 14340.00| 1250.00000 7500.00| 1250.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 12500.00000 12500.00| 12750.00000 12750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1700.00000 1700.00| 5000.00000 5000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 32220.00000 32220.00| 6500.00000 6500.00| 13500.00000 13500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 6.000 m | 65.00000 390.00| 35.00000 210.00| 45.00000 270.00 PIPE, REMOVE | | | 0007 203-02000 615.000 m3 | 15.70000 9655.50| 24.00000 14760.00| 35.00000 21525.00 EXCAVATION, COMMON | | | 0008 206-51230 114.000 m3 | 25.00000 2850.00| 24.00000 2736.00| 35.00000 3990.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0009 207-07502 875.000 m2 | 16.00000 14000.00| 10.00000 8750.00| 12.50000 10937.50 SUBGRADE TREATMENT, TYPE D | | | 0010 211-07454 31.000 m3 | 25.00000 775.00| 40.00000 1240.00| 70.00000 2170.00 STRUCTURE BACKFILL | | | 0011 213-52830 90.000 m3 | 102.00000 9180.00| 80.00000 7200.00| 95.00000 8550.00 FLOWABLE MORTAR | | | 0012 303-01180 625.000 Mg | 21.65000 13531.25| 13.00000 8125.00| 14.00000 8750.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 97.000 Mg | 48.50000 4704.50| 46.00000 4462.00| 54.00000 5238.00 WIDENING WITH HMA, TYPE B | | | 0014 306-08036 1617.000 m2 | 3.00000 4851.00| 3.50000 5659.50| 2.40000 3880.80 MILLING, ASPHALT, 50 mm | | | 0015 402-07433 285.000 Mg | 53.00000 15105.00| 47.00000 13395.00| 44.00000 12540.00 HMA SURFACE, TYPE B | | | 0016 402-07438 204.000 Mg | 42.25000 8619.00| 47.00000 9588.00| 44.00000 8976.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 32.000 Mg | 90.00000 2880.00| 47.00000 1504.00| 44.00000 1408.00 HMA BASE, TYPE B | | | 0018 404-05511 737.000 m2 | 3.00000 2211.00| 3.10000 2284.70| 2.50000 1842.50 SEAL COAT, 2 | | | 0019 405-05517 0.200 Mg | 5020.00000 1004.00| 2050.00000 410.00| 1500.00000 300.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.300 Mg | 200.00000 260.00| 167.00000 217.10| 165.00000 214.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2031359 |(6) 35-1065659 |BAKER & SCHULTZ, INC. |HERITAGE INDUSTRIAL SERVICES|BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01848 1.000 EACH| 1675.00000 1675.00| 1700.00000 1700.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-06854 2.000 EACH| 1630.00000 3260.00| 1650.00000 3300.00| 1700.00000 3400.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH| 1850.00000 5550.00| 2000.00000 6000.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 152.400 m | 30.55000 4655.82| 31.00000 4724.40| 30.00000 4572.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 34.000 Mg | 75.00000 2550.00| 67.00000 2278.00| 70.00000 2380.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 2.000 EACH| 165.00000 330.00| 200.00000 400.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 300.000 m2 | 3.00000 900.00| 3.00000 900.00| 1.25000 375.00 GEOTEXTILES | | | 0028 616-06405 185.000 Mg | 27.10000 5013.50| 27.00000 4995.00| 30.00000 5550.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 475.00000 475.00| 500.00000 500.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.600 Mg | 358.00000 214.80| 365.00000 219.00| 358.00000 214.80 FERTILIZER | | | 0031 621-06548 1.300 kg | 70.00000 91.00| 72.00000 93.60| 70.00000 91.00 SEED MIXTURE, CV | | | 0032 621-06559 3000.000 m2 | 0.42000 1260.00| 0.43000 1290.00| 0.42000 1260.00 MULCHED SEEDING, R | | | 0033 621-06567 2.700 kL | 1.00000 2.70| 1.00000 2.70| 1.00000 2.70 WATER | | | 0034 621-06574 150.000 m2 | 12.15000 1822.50| 12.50000 1875.00| 12.15000 1822.50 SODDING | | | 0035 715-05151 19.000 m | 60.00000 1140.00| 115.00000 2185.00| 100.00000 1900.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-06561 6.000 m | 18.00000 108.00| 45.00000 270.00| 55.00000 330.00 PIPE EXTENSION, CIRCULAR, 100 mm | | | 0037 715-46005 4.000 EACH| 200.00000 800.00| 550.00000 2200.00| 200.00000 800.00 PIPE END SECTION, 375 mm | | | 0038 723-06660 28.000 m2 | 646.00000 18088.00| 400.00000 11200.00| 1000.00000 28000.00 WINGWALL | | | 0039 723-07911 13.200 m | 3702.00000 48866.40| 6650.00000 87780.00| 4000.00000 52800.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2130 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2031359 |(6) 35-1065659 |BAKER & SCHULTZ, INC. |HERITAGE INDUSTRIAL SERVICES|BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-04308 4.000 EACH| 110.00000 440.00| 102.00000 408.00| 110.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 17.000 EACH| 45.00000 765.00| 106.00000 1802.00| 45.00000 765.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 3.000 EACH| 66.00000 198.00| 127.00000 381.00| 66.00000 198.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 35.00000 105.00| 31.00000 93.00| 35.00000 105.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 900.00000 900.00| 2500.00000 2500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0045 801-07118 14.400 m | 10.00000 144.00| 32.00000 460.80| 10.00000 144.00 BARRICADE, III-A | | | 0046 801-07119 14.400 m | 12.00000 172.80| 32.00000 460.80| 12.00000 172.80 BARRICADE, III-B | | | 0047 808-06703 590.000 m | 1.85000 1091.50| 1.75000 1032.50| 1.85000 1091.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75245 590.000 m | 1.85000 1091.50| 1.75000 1032.50| 1.85000 1091.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 256,586.77| $ 257,124.60| $ 257,523.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,586.77| $ 257,124.60| $ 257,523.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1212938 |(9) 18-6227744 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LUDWIG, R.H. 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| 4890.00000 4890.00| 6500.00000 6500.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13800.00000 13800.00| 14200.00000 14200.00| 9650.00000 9650.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 5680.00000 5680.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 21290.00000 21290.00| 5680.00000 5680.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 6.000 m | 20.00000 120.00| 100.00000 600.00| 20.00000 120.00 PIPE, REMOVE | | | 0007 203-02000 615.000 m3 | 29.70000 18265.50| 15.00000 9225.00| 10.00000 6150.00 EXCAVATION, COMMON | | | 0008 206-51230 114.000 m3 | 32.00000 3648.00| 20.00000 2280.00| 20.00000 2280.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0009 207-07502 875.000 m2 | 13.45000 11768.75| 20.00000 17500.00| 18.54000 16222.50 SUBGRADE TREATMENT, TYPE D | | | 0010 211-07454 31.000 m3 | 40.00000 1240.00| 60.00000 1860.00| 60.00000 1860.00 STRUCTURE BACKFILL | | | 0011 213-52830 90.000 m3 | 200.00000 18000.00| 175.00000 15750.00| 200.00000 18000.00 FLOWABLE MORTAR | | | 0012 303-01180 625.000 Mg | 12.50000 7812.50| 25.00000 15625.00| 23.00000 14375.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 97.000 Mg | 45.00000 4365.00| 65.00000 6305.00| 61.30000 5946.10 WIDENING WITH HMA, TYPE B | | | 0014 306-08036 1617.000 m2 | 3.00000 4851.00| 5.00000 8085.00| 4.00000 6468.00 MILLING, ASPHALT, 50 mm | | | 0015 402-07433 285.000 Mg | 45.00000 12825.00| 65.00000 18525.00| 60.10000 17128.50 HMA SURFACE, TYPE B | | | 0016 402-07438 204.000 Mg | 45.00000 9180.00| 65.00000 13260.00| 60.10000 12260.40 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 32.000 Mg | 45.00000 1440.00| 70.00000 2240.00| 69.00000 2208.00 HMA BASE, TYPE B | | | 0018 404-05511 737.000 m2 | 3.00000 2211.00| 5.00000 3685.00| 4.50000 3316.50 SEAL COAT, 2 | | | 0019 405-05517 0.200 Mg | 2000.00000 400.00| 3500.00000 700.00| 3450.00000 690.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.300 Mg | 165.00000 214.50| 500.00000 650.00| 460.00000 598.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1212938 |(9) 18-6227744 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LUDWIG, R.H. CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01848 1.000 EACH| 1675.00000 1675.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-06854 2.000 EACH| 1630.00000 3260.00| 2000.00000 4000.00| 2000.00000 4000.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH| 1850.00000 5550.00| 2200.00000 6600.00| 2000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 152.400 m | 30.55000 4655.82| 40.00000 6096.00| 35.00000 5334.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 34.000 Mg | 65.00000 2210.00| 70.00000 2380.00| 70.00000 2380.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 2.000 EACH| 165.00000 330.00| 200.00000 400.00| 300.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 300.000 m2 | 2.00000 600.00| 1.00000 300.00| 3.00000 900.00 GEOTEXTILES | | | 0028 616-06405 185.000 Mg | 27.80000 5143.00| 30.00000 5550.00| 26.00000 4810.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 475.00000 475.00| 450.00000 450.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.600 Mg | 358.00000 214.80| 1000.00000 600.00| 1500.00000 900.00 FERTILIZER | | | 0031 621-06548 1.300 kg | 70.00000 91.00| 70.00000 91.00| 100.00000 130.00 SEED MIXTURE, CV | | | 0032 621-06559 3000.000 m2 | 0.42000 1260.00| 0.65000 1950.00| 1.00000 3000.00 MULCHED SEEDING, R | | | 0033 621-06567 2.700 kL | 1.00000 2.70| 1.00000 2.70| 1.00000 2.70 WATER | | | 0034 621-06574 150.000 m2 | 12.15000 1822.50| 15.00000 2250.00| 28.00000 4200.00 SODDING | | | 0035 715-05151 19.000 m | 50.00000 950.00| 160.00000 3040.00| 50.00000 950.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-06561 6.000 m | 30.00000 180.00| 180.00000 1080.00| 100.00000 600.00 PIPE EXTENSION, CIRCULAR, 100 mm | | | 0037 715-46005 4.000 EACH| 120.00000 480.00| 200.00000 800.00| 200.00000 800.00 PIPE END SECTION, 375 mm | | | 0038 723-06660 28.000 m2 | 920.00000 25760.00| 475.00000 13300.00| 500.00000 14000.00 WINGWALL | | | 0039 723-07911 13.200 m | 5080.00000 67056.00| 4625.00000 61050.00| 6120.00000 80784.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2130 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1212938 |(9) 18-6227744 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LUDWIG, R.H. CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-04308 4.000 EACH| 110.00000 440.00| 250.00000 1000.00| 127.00000 508.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 17.000 EACH| 45.00000 765.00| 75.00000 1275.00| 52.00000 884.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 3.000 EACH| 66.00000 198.00| 750.00000 2250.00| 200.00000 600.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 35.00000 105.00| 50.00000 150.00| 200.00000 600.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 1570.00000 1570.00| 1000.00000 1000.00| 3600.00000 3600.00 MAINTAINING TRAFFIC | | | 0045 801-07118 14.400 m | 10.00000 144.00| 30.00000 432.00| 15.00000 216.00 BARRICADE, III-A | | | 0046 801-07119 14.400 m | 12.00000 172.80| 32.00000 460.80| 15.00000 216.00 BARRICADE, III-B | | | 0047 808-06703 590.000 m | 1.85000 1091.50| 2.00000 1180.00| 2.15000 1268.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75245 590.000 m | 1.85000 1091.50| 2.00000 1180.00| 2.15000 1268.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 278,114.87| $ 284,217.50| $ 293,224.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,114.87| $ 284,217.50| $ 293,224.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7900.00000 7900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2100.00000 12600.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14832.84000 14832.84| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13000.00000 13000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 6.000 m | 60.01000 360.06| | PIPE, REMOVE | | | 0007 203-02000 615.000 m3 | 24.00000 14760.00| | EXCAVATION, COMMON | | | 0008 206-51230 114.000 m3 | 26.00000 2964.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0009 207-07502 875.000 m2 | 18.95000 16581.25| | SUBGRADE TREATMENT, TYPE D | | | 0010 211-07454 31.000 m3 | 52.00000 1612.00| | STRUCTURE BACKFILL | | | 0011 213-52830 90.000 m3 | 120.00000 10800.00| | FLOWABLE MORTAR | | | 0012 303-01180 625.000 Mg | 24.00000 15000.00| | COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 97.000 Mg | 61.29000 5945.13| | WIDENING WITH HMA, TYPE B | | | 0014 306-08036 1617.000 m2 | 5.25000 8489.25| | MILLING, ASPHALT, 50 mm | | | 0015 402-07433 285.000 Mg | 60.10000 17128.50| | HMA SURFACE, TYPE B | | | 0016 402-07438 204.000 Mg | 60.10000 12260.40| | HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 32.000 Mg | 69.00000 2208.00| | HMA BASE, TYPE B | | | 0018 404-05511 737.000 m2 | 4.31000 3176.47| | SEAL COAT, 2 | | | 0019 405-05517 0.200 Mg | 3500.00000 700.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.300 Mg | 460.00000 598.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01848 1.000 EACH| 1842.50000 1842.50| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-06854 2.000 EACH| 1793.00000 3586.00| | GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH| 2035.00000 6105.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 152.400 m | 33.60000 5120.64| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 34.000 Mg | 110.00000 3740.00| | HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 2.000 EACH| 165.00000 330.00| | MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 300.000 m2 | 4.00000 1200.00| | GEOTEXTILES | | | 0028 616-06405 185.000 Mg | 41.00000 7585.00| | RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.600 Mg | 525.00000 315.00| | FERTILIZER | | | 0031 621-06548 1.300 kg | 165.00000 214.50| | SEED MIXTURE, CV | | | 0032 621-06559 3000.000 m2 | 0.75000 2250.00| | MULCHED SEEDING, R | | | 0033 621-06567 2.700 kL | 100.00000 270.00| | WATER | | | 0034 621-06574 150.000 m2 | 6.50000 975.00| | SODDING | | | 0035 715-05151 19.000 m | 110.00000 2090.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-06561 6.000 m | 120.00000 720.00| | PIPE EXTENSION, CIRCULAR, 100 mm | | | 0037 715-46005 4.000 EACH| 325.00000 1300.00| | PIPE END SECTION, 375 mm | | | 0038 723-06660 28.000 m2 | 491.42000 13759.76| | WINGWALL | | | 0039 723-07911 13.200 m | 5925.37000 78214.88| | STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2130 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 330 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,938.11 ROUTE : 5 CALL ORDER : 330 CONTRACT ID : R -27049-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-04308 4.000 EACH| 121.00000 484.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 17.000 EACH| 50.00000 850.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 3.000 EACH| 73.00000 219.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 39.00000 117.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | 0045 801-07118 14.400 m | 13.00000 187.20| | BARRICADE, III-A | | | 0046 801-07119 14.400 m | 15.00000 216.00| | BARRICADE, III-B | | | 0047 808-06703 590.000 m | 2.10000 1239.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75245 590.000 m | 2.10000 1239.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 302,335.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 302,335.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,460,198.28 ROUTE : 128 CALL ORDER : 410 CONTRACT ID : RS-26371-A COUNTIES : MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1790016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,443,935.38 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 2,633,588.03 107.7601% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,070,390.60 125.6330% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, 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| 7500.00000 7500.00| 10043.12000 10043.12| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2800.00000 8400.00| 1656.23000 4968.69| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 122150.00000 122150.00| 51284.66000 51284.66| 132000.00000 132000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 1915.000 CYS | 8.50000 16277.50| 0.39000 746.85| 18.00000 34470.00 EXCAVATION, COMMON | | | 0005 304-07490 8089.000 TON | 60.00000 485340.00| 49.42000 399758.38| 68.00000 550052.00 HMA PATCHING, TYPE B | | | 0006 306-08034 161600.000 SYS | 0.85000 137360.00| 1.33000 214928.00| 1.20000 193920.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 401-06264 LUMP| 5000.00000 5000.00| 5285.85000 5285.85| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0008 401-07321 14410.000 TON | 33.00000 475530.00| 37.20000 536052.00| 42.00000 605220.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07390 33213.000 TON | 26.00000 863538.00| 31.00000 1029603.00| 36.00000 1195668.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0010 406-05520 123.500 TON | 165.00000 20377.50| 174.43000 21542.11| 200.00000 24700.00 ASPHALT FOR TACK COAT | | | 0011 610-07487 2429.000 TON | 70.00000 170030.00| 91.16000 221427.64| 72.00000 174888.00 HMA FOR APPROACHES, TYPE B | | | 0012 615-06525 17.000 EACH| 375.00000 6375.00| 348.87000 5930.79| 460.00000 7820.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 715-05121 40.000 LFT | 175.00000 7000.00| 164.62000 6584.80| 160.00000 6400.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0014 715-46010 2.000 EACH| 325.00000 650.00| 328.51000 657.02| 330.00000 660.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,460,198.28 ROUTE : 128 CALL ORDER : 410 CONTRACT ID : RS-26371-A COUNTIES : MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 7961.000 LFT | 0.20000 1592.20| 0.42000 3343.62| 1.10000 8757.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 7961.000 LFT | 0.75000 5970.75| 1.02000 8120.22| 1.20000 9553.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 57.000 EACH| 70.00000 3990.00| 74.00000 4218.00| 76.00000 4332.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 94000.00000 94000.00| 96004.86000 96004.86| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0019 808-06712 11951.000 LFT | 0.09000 1075.59| 0.10000 1195.10| 0.10000 1195.10 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 90445.000 LFT | 0.08000 7235.60| 0.08000 7235.60| 0.09000 8140.05 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 31811.000 LFT | 0.08000 2544.88| 0.08000 2544.88| 0.09000 2862.99 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-06721 96.000 LFT | 0.01000 0.96| 0.01000 0.96| 0.01000 0.96 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0023 808-75297 199.000 LFT | 2.60000 517.40| 2.75000 547.25| 2.80000 557.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 2.000 EACH| 60.00000 120.00| 63.43000 126.86| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 2.000 EACH| 80.00000 160.00| 84.58000 169.16| 87.00000 174.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75340 3.000 EACH| 400.00000 1200.00| 422.87000 1268.61| 430.00000 1290.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 2,443,935.38| $ 2,633,588.03| $ 3,070,390.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,443,935.38| $ 2,633,588.03| $ 3,070,390.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,785.37 ROUTE : 1 CALL ORDER : 420 CONTRACT ID : RS-26373-A COUNTIES : FAYETTE WAYNE LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1775007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,171,750.80 100.0000% ==================================================================================================================================== |(1) 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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1350.00000 8100.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 57500.00000 57500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 328.000 TON | 22.00000 7216.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 642.500 TON | 99.00000 63607.50| | HMA PATCHING, TYPE B | | | 0006 306-08033 192905.000 SYS | 1.01000 194834.05| | MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 4300.00000 4300.00| | PROFILOGRAPH, HMA | | | 0008 401-07321 14786.000 TON | 40.25000 595136.50| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 406-05520 44.800 TON | 175.00000 7840.00| | ASPHALT FOR TACK COAT | | | 0010 606-07484 9500.000 LFT | 0.37000 3515.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0011 610-05527 1562.000 TON | 68.00000 106216.00| | HMA FOR APPROACHES | | | 0012 615-06527 11.000 EACH| 350.00000 3850.00| | MONUMENT, SECTION CORNER | | | 0013 801-06207 6921.000 LFT | 1.55000 10727.55| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 98.000 EACH| 61.00000 5978.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 52000.00000 52000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,785.37 ROUTE : 1 CALL ORDER : 420 CONTRACT ID : RS-26373-A COUNTIES : FAYETTE WAYNE LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06712 11365.000 LFT | 0.09000 1022.85| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 122000.000 LFT | 0.09000 10980.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 45500.000 LFT | 0.09000 4095.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-06723 19.000 EACH| 32.00000 608.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0020 808-06724 5.000 EACH| 42.00000 210.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0021 808-75140 4.000 EACH| 260.00000 1040.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0022 808-75297 915.000 LFT | 2.35000 2150.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75300 2294.000 LFT | 1.00000 2294.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75996 986.000 EACH| 5.00000 4930.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 986.000 EACH| 17.85000 17600.10| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,171,750.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,171,750.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,156.16 ROUTE : SR 28 / US 35 CALL ORDER : 430 CONTRACT ID : RS-26387-A COUNTIES : DELAWARE LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1081014 1069009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 587,707.97 100.0000% 2 35-1139301 E & B PAVING, INC. $ 638,930.93 108.7157% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 765,925.00 130.3240% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |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 RESURFACING (NON-3R/4R STANDARDS) | | | 0001 105-06845 LUMP| 3675.00000 3675.00| 3500.00000 3500.00| 6750.00000 6750.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1822.00000 5466.00| 1600.00000 4800.00| 2500.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 31000.00000 31000.00| 28620.80000 28620.80 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 6.500 LFT | 14.77000 96.01| 36.09000 234.59| 37.00000 240.50 CURB, CONCRETE, REMOVE | | | 0005 203-02000 751.000 CYS | 13.83000 10386.33| 40.20000 30190.20| 23.00000 17273.00 EXCAVATION, COMMON | | | 0006 203-02070 20.000 CYS | 5.00000 100.00| 30.00000 600.00| 90.00000 1800.00 BORROW | | | 0008 205-06937 1750.000 LFT | 1.55000 2712.50| 0.75000 1312.50| 1.70000 2975.00 TEMPORARY SILT FENCE | | | 0009 303-01180 521.000 TON | 28.00000 14588.00| 23.00000 11983.00| 40.00000 20840.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07490 269.000 TON | 77.72000 20906.68| 100.00000 26900.00| 120.00000 32280.00 HMA PATCHING, TYPE B | | | 0011 306-08033 8310.000 SYS | 0.01000 83.10| 0.40000 3324.00| 1.20000 9972.00 MILLING, ASPHALT, 1 IN. | | | 0012 401-06264 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0013 401-07328 8064.000 TON | 39.96000 322237.44| 39.00000 314496.00| 51.00000 411264.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0014 401-07398 388.000 TON | 42.32000 16420.16| 44.00000 17072.00| 52.00000 20176.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0015 401-07413 970.000 TON | 46.00000 44620.00| 40.00000 38800.00| 48.00000 46560.00 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,156.16 ROUTE : SR 28 / US 35 CALL ORDER : 430 CONTRACT ID : RS-26387-A COUNTIES : DELAWARE LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07451 22.000 TON | 57.85000 1272.70| 200.00000 4400.00| 76.50000 1683.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 405-05517 5.100 TON | 0.01000 0.05| 50.00000 255.00| 395.00000 2014.50 ASPHALT FOR PRIME COAT | | | 0018 406-05520 17.100 TON | 300.00000 5130.00| 175.00000 2992.50| 175.00000 2992.50 ASPHALT FOR TACK COAT | | | 0019 605-06120 160.000 LFT | 22.89000 3662.40| 66.02000 10563.20| 26.50000 4240.00 CURB, CONCRETE | | | 0020 605-94811 2.000 EACH| 202.00000 404.00| 528.88000 1057.76| 975.00000 1950.00 CURB TURNOUT | | | 0021 610-07487 618.000 TON | 59.94000 37042.92| 55.00000 33990.00| 84.00000 51912.00 HMA FOR APPROACHES, TYPE B | | | 0022 615-06525 5.000 EACH| 260.05000 1300.25| 100.00000 500.00| 420.00000 2100.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0023 621-01004 2.000 EACH| 605.00000 1210.00| 38.00000 76.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1388.000 SYS | 1.22000 1693.36| 0.25000 347.00| 1.30000 1804.40 MULCHED SEEDING, R | | | 0025 801-06207 5060.000 LFT | 0.01000 50.60| 0.50000 2530.00| 1.00000 5060.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 30.000 EACH| 90.00000 2700.00| 60.00000 1800.00| 110.00000 3300.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 7346.72000 7346.72| 34500.00000 34500.00| 21150.00000 21150.00 MAINTAINING TRAFFIC | | | 0028 808-06712 7675.000 LFT | 0.10000 767.50| 0.05000 383.75| 0.09000 690.75 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06714 16590.000 LFT | 0.10000 1659.00| 0.05000 829.50| 0.09000 1493.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-06726 96.000 LFT | 1.00000 96.00| 5.00000 480.00| 5.95000 571.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0031 808-75140 1.000 EACH| 275.00000 275.00| 250.00000 250.00| 420.00000 420.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0032 306-08042 61971.000 SYS | 0.75000 46478.25| 0.83000 51435.93| 0.75000 46478.25 MILLING, SCARIFICATION/PROFILE | | | 0033 808-06713 66600.000 LFT | 0.08000 5328.00| 0.08000 5328.00| 0.09000 5994.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 587,707.97| $ 638,930.93| $ 765,925.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 587,707.97| $ 638,930.93| $ 765,925.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,378.28 ROUTE : 38 CALL ORDER : 440 CONTRACT ID : RS-26391-A COUNTIES : MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1532043 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 535,359.30 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 588,095.36 109.8505% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 601,300.00 112.3170% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, 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| 5500.00000 5500.00| 5071.00000 5071.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2800.00000 8400.00| 2359.60000 7078.80| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 36750.00000 36750.00| 19844.51000 19844.51| 30055.89000 30055.89 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 3304.000 TON | 12.50000 41300.00| 14.00000 46256.00| 0.01000 33.04 COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 160.500 TON | 150.00000 24075.00| 90.00000 14445.00| 100.00000 16050.00 HMA PATCHING, TYPE B | | | 0006 306-08033 103611.000 SYS | 0.36000 37299.96| 1.00000 103611.00| 0.85000 88069.35 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0008 401-07328 8300.000 TON | 34.00000 282200.00| 36.52000 303116.00| 44.00000 365200.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 406-05520 24.500 TON | 180.00000 4410.00| 198.10000 4853.45| 200.00000 4900.00 ASPHALT FOR TACK COAT | | | 0010 615-06525 7.000 EACH| 375.00000 2625.00| 348.66000 2440.62| 450.00000 3150.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 801-06207 4862.000 LFT | 0.75000 3646.50| 1.08000 5250.96| 1.20000 5834.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 24.000 EACH| 75.00000 1800.00| 79.24000 1901.76| 80.00000 1920.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 40000.00000 40000.00| 8245.19000 8245.19| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0014 808-06712 5027.000 LFT | 0.08000 402.16| 0.08000 402.16| 0.09000 452.43 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,378.28 ROUTE : 38 CALL ORDER : 440 CONTRACT ID : RS-26391-A COUNTIES : MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 60061.000 LFT | 0.08000 4804.88| 0.08000 4804.88| 0.09000 5405.49 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 28510.000 LFT | 0.08000 2280.80| 0.08000 2280.80| 0.09000 2565.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 18.500 LFT | 20.00000 370.00| 21.13000 390.91| 21.00000 388.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 610-07487 609.000 TON | 55.00000 33495.00| 90.48000 55102.32| 75.00000 45675.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 535,359.30| $ 588,095.36| $ 601,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 535,359.30| $ 588,095.36| $ 601,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,244,461.79 ROUTE : 109 CALL ORDER : 450 CONTRACT ID : RS-26395-A COUNTIES : HANCOCK MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1871012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,105,700.35 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,188,134.12 107.4553% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,283,070.00 116.0413% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, 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| 7500.00000 7500.00| 9506.44000 9506.44| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2200.00000 11000.00| 1690.03000 8450.15| 2500.00000 12500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 59685.00000 59685.00| 31244.88000 31244.88| 25785.76000 25785.76 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 670.000 TON | 30.00000 20100.00| 18.00000 12060.00| 54.00000 36180.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 423.000 TON | 85.00000 35955.00| 78.00000 32994.00| 85.00000 35955.00 HMA PATCHING, TYPE B | | | 0006 306-08033 114013.000 SYS | 0.40000 45605.20| 1.00000 114013.00| 0.65000 74108.45 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 7500.00000 7500.00| 5281.36000 5281.36| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0008 401-07328 20055.000 TON | 36.00000 721980.00| 38.00000 762090.00| 44.25000 887433.75 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 406-05520 60.000 TON | 180.00000 10800.00| 198.05000 11883.00| 170.00000 10200.00 ASPHALT FOR TACK COAT | | | 0010 606-07484 39900.000 LFT | 0.25000 9975.00| 0.29000 11571.00| 0.30000 11970.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0011 610-07487 1280.000 TON | 55.00000 70400.00| 85.00000 108800.00| 75.00000 96000.00 HMA FOR APPROACHES, TYPE B | | | 0012 615-06527 15.000 EACH| 330.00000 4950.00| 513.45000 7701.75| 350.00000 5250.00 MONUMENT, SECTION CORNER | | | 0013 801-06207 5480.000 LFT | 1.20000 6576.00| 1.53000 8384.40| 1.00000 5480.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 38.000 EACH| 65.00000 2470.00| 68.66000 2609.08| 70.00000 2660.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,244,461.79 ROUTE : 109 CALL ORDER : 450 CONTRACT ID : RS-26395-A COUNTIES : HANCOCK MADISON LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06710 30.000 DAY | 13.00000 390.00| 13.73000 411.90| 13.50000 405.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 50000.00000 50000.00| 18136.34000 18136.34| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0017 808-06712 9719.000 LFT | 0.01000 97.19| 0.01000 97.19| 0.01000 97.19 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 54800.000 LFT | 0.14000 7672.00| 0.15000 8220.00| 0.15000 8220.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 38239.000 LFT | 0.14000 5353.46| 0.15000 5735.85| 0.15000 5735.85 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75272 750.000 LFT | 1.50000 1125.00| 1.58000 1185.00| 1.60000 1200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0021 808-75290 1600.000 LFT | 1.50000 2400.00| 1.58000 2528.00| 1.60000 2560.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0022 808-75297 290.000 LFT | 1.50000 435.00| 1.58000 458.20| 1.60000 464.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75320 60.000 EACH| 10.00000 600.00| 10.56000 633.60| 10.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 31.000 EACH| 10.00000 310.00| 10.56000 327.36| 10.00000 310.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75340 2.000 EACH| 1.00000 2.00| 1.06000 2.12| 1.00000 2.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0026 808-75996 990.000 EACH| 6.25000 6187.50| 5.57000 5514.30| 6.70000 6633.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 990.000 EACH| 16.80000 16632.00| 18.48000 18295.20| 18.00000 17820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,105,700.35| $ 1,188,134.12| $ 1,283,070.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,105,700.35| $ 1,188,134.12| $ 1,283,070.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,891,582.75 ROUTE : STATE ROAD 18 CALL ORDER : 460 CONTRACT ID : RS-26975-A COUNTIES : BENTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 89 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0424007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,536,425.19 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,656,714.50 104.7424% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING (NON-3R/4R STANDARDS) | | | 0001 105-06845 LUMP| 6666.31000 6666.31| 18570.88000 18570.88| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1712.37000 17123.70| 1229.80000 12298.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 126821.27000 126821.27| 81375.56000 81375.56| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 12.000 EACH| 537.71000 6452.52| 125.00000 1500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0005 203-90014 574.000 STA | 193.46000 111046.04| 152.43000 87494.82| LINEAR GRADING | | | 0006 301-07448 10389.000 TON | 12.27000 127473.03| 14.53000 150952.17| COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-07449 346.000 TON | 13.70000 4740.20| 17.93000 6203.78| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 3616.000 TON | 57.82000 209077.12| 55.93000 202242.88| HMA PATCHING, TYPE B | | | 0009 304-07493 10018.000 TON | 37.26000 373270.68| 39.58000 396512.44| WIDENING WITH HMA, TYPE B | | | 0010 306-08043 14976.000 SYS | 1.86000 27855.36| 2.58000 38638.08| MILLING, TRANSITION | | | 0011 401-06264 LUMP| 3982.27000 3982.27| 1585.72000 1585.72| PROFILOGRAPH, HMA | | | 0012 401-07321 13027.000 TON | 31.37000 408656.99| 32.72000 426243.44| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 402-07451 8888.000 TON | 27.46000 244064.48| 32.27000 286815.76| HMA, TYPE B, WEDGE AND LEVEL | | | 0015 404-05514 1796.000 SYS | 2.71000 4867.16| 2.56000 4597.76| SEAL COAT, 5 | | | 0016 405-05517 43.220 TON | 311.24000 13451.79| 270.34000 11684.09| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,891,582.75 ROUTE : STATE ROAD 18 CALL ORDER : 460 CONTRACT ID : RS-26975-A COUNTIES : BENTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 406-05520 104.750 TON | 241.36000 25282.46| 153.08000 16035.13| ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1866.92000 7467.68| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06035 300.000 LFT | 6.00000 1800.00| 6.60000 1980.00| GUARDRAIL, RESET | | | 0020 601-92948 1048.000 LFT | 3.00000 3144.00| 3.00000 3144.00| GUARDRAIL, ADJUST HEIGHT | | | 0021 601-94689 16.000 EACH| 2536.77000 40588.32| 2269.28000 36308.48| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 150.000 LFT | 18.00000 2700.00| 11.75000 1762.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 608-04395 100.000 TON | 53.90000 5390.00| 65.11000 6511.00| AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-07487 1832.000 TON | 68.13000 124814.16| 62.06000 113693.92| HMA FOR APPROACHES, TYPE B | | | 0025 615-06505 45.000 EACH| 685.00000 30825.00| 443.36000 19951.20| MONUMENT, B | | | 0026 715-05049 50.000 LFT | 25.72000 1286.00| 28.85000 1442.50| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0027 715-05168 50.000 LFT | 25.89000 1294.50| 34.12000 1706.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0028 715-46000 4.000 EACH| 245.16000 980.64| 161.21000 644.84| PIPE END SECTION, 12 IN. | | | 0029 801-03290 2.000 EACH| 65.00000 130.00| 65.00000 130.00| CONSTRUCTION SIGN, C | | | 0030 801-06203 10576.000 LFT | 0.71000 7508.96| 0.53000 5605.28| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 5723.000 LFT | 1.32000 7554.36| 1.04000 5951.92| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 35.000 EACH| 120.00000 4200.00| 120.00000 4200.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 14118.57000 14118.57| 81838.73000 81838.73| MAINTAINING TRAFFIC | | | 0034 808-03631 620.000 LFT | 2.10000 1302.00| 2.10000 1302.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 198.000 LFT | 2.10000 415.80| 2.10000 415.80| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-04896 100.000 LFT | 2.10000 210.00| 2.10000 210.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,891,582.75 ROUTE : STATE ROAD 18 CALL ORDER : 460 CONTRACT ID : RS-26975-A COUNTIES : BENTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-06703 109532.000 LFT | 0.23000 25192.36| 0.22000 24097.04| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-75067 17.000 LFT | 8.25000 140.25| 8.25000 140.25| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75240 11672.000 LFT | 0.23000 2684.56| 0.23000 2684.56| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75245 34346.000 LFT | 0.23000 7899.58| 0.23000 7899.58| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75297 116.000 LFT | 4.50000 522.00| 4.50000 522.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75320 2.000 EACH| 60.00000 120.00| 60.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0043 808-75340 4.000 EACH| 320.00000 1280.00| 320.00000 1280.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0044 808-75996 977.000 EACH| 4.95000 4836.15| 4.95000 4836.15| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 401-07371 18916.000 TON | 27.87000 527188.92| 30.64000 579586.24| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | SECTION TOTALS | $ 2,536,425.19| $ 2,656,714.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,536,425.19| $ 2,656,714.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,200,796.33 ROUTE : 218 CALL ORDER : 470 CONTRACT ID : RS-26981-A COUNTIES : ADAMS WELLS LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3801003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,338,589.47 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,411,508.85 105.4474% 3 35-1139301 E & B PAVING, INC. $ 1,647,681.72 123.0908% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |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| 4500.00000 4500.00| 1780.00000 1780.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1600.00000 12800.00| 1501.00000 12008.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 67000.00000 67000.00| 70000.00000 70000.00| 82000.00000 82000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02264 1.000 EACH| 3000.00000 3000.00| 1750.00000 1750.00| 1820.00000 1820.00 TREE, 42 IN., REMOVE | | | 0005 202-93741 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-02080 11.000 MILE| 2110.54000 23215.94| 2409.41000 26503.51| 4000.00000 44000.00 LINEAR GRADING | | | 0007 205-06937 65208.000 LFT | 0.39000 25431.12| 0.90000 58687.20| 0.75000 48906.00 TEMPORARY SILT FENCE | | | 0008 301-07448 6550.000 TON | 7.00000 45850.00| 11.71000 76700.50| 18.00000 117900.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-04075 10100.000 TON | 9.33000 94233.00| 14.00000 141400.00| 10.00000 101000.00 COMPACTED AGGREGATE, O, 73 | | | 0010 304-07490 2479.000 TON | 39.59000 98143.61| 48.49000 120206.71| 51.00000 126429.00 HMA PATCHING, TYPE B | | | 0011 304-07493 5050.000 TON | 26.21000 132360.50| 22.00000 111100.00| 30.00000 151500.00 WIDENING WITH HMA, TYPE B | | | 0012 305-98794 830.000 TON | 5.00000 4150.00| 5.00000 4150.00| 5.00000 4150.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0013 306-08033 83189.000 SYS | 0.42000 34939.38| 0.39000 32443.71| 0.45000 37435.05 MILLING, ASPHALT, 1 IN. | | | 0014 401-06264 LUMP| 2800.00000 2800.00| 3300.00000 3300.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,200,796.33 ROUTE : 218 CALL ORDER : 470 CONTRACT ID : RS-26981-A COUNTIES : ADAMS WELLS LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07321 12415.000 TON | 25.00000 310375.00| 26.00000 322790.00| 26.00000 322790.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07371 12020.000 TON | 24.00000 288480.00| 24.00000 288480.00| 28.00000 336560.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 406-05520 55.000 TON | 150.00000 8250.00| 150.00000 8250.00| 50.00000 2750.00 ASPHALT FOR TACK COAT | | | 0018 601-94689 4.000 EACH| 1950.00000 7800.00| 1950.00000 7800.00| 2815.23000 11260.92 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 610-07486 730.000 TON | 48.53000 35426.90| 52.59000 38390.70| 70.00000 51100.00 HMA FOR APPROACHES, TYPE A | | | 0021 615-06520 13.000 EACH| 150.00000 1950.00| 288.28000 3747.64| 100.00000 1300.00 MONUMENT, RE-ESTABLISH | | | 0022 616-02320 1230.000 SYS | 2.75000 3382.50| 1.44000 1771.20| 0.80000 984.00 GEOTEXTILES | | | 0023 616-06405 1230.000 TON | 12.00000 14760.00| 23.00000 28290.00| 20.00000 24600.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 775.00000 775.00| 775.00000 775.00| 775.00000 775.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 2.400 TON | 549.00000 1317.60| 549.00000 1317.60| 549.00000 1317.60 FERTILIZER | | | 0026 621-06553 1020.000 LBS | 2.89000 2947.80| 2.89000 2947.80| 2.89000 2947.80 SEED MIXTURE, R | | | 0027 621-06565 12.000 TON | 419.00000 5028.00| 419.00000 5028.00| 419.00000 5028.00 MULCHING MATERIAL | | | 0028 801-06203 8150.000 LFT | 0.30000 2445.00| 0.01000 81.50| 0.25000 2037.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 2950.000 LFT | 0.70000 2065.00| 0.72000 2124.00| 0.75000 2212.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 27.000 EACH| 75.00000 2025.00| 90.00000 2430.00| 85.00000 2295.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 80000.00000 80000.00| 22368.67000 22368.67| 103540.00000 103540.00 MAINTAINING TRAFFIC | | | 0032 802-91122 7.000 EACH| 175.00000 1225.00| 200.00000 1400.00| 300.00000 2100.00 SIGN, GROUND MOUNTED, RESET | | | 0033 808-06712 5550.000 LFT | 0.09000 499.50| 0.09000 499.50| 0.30000 1665.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,200,796.33 ROUTE : 218 CALL ORDER : 470 CONTRACT ID : RS-26981-A COUNTIES : ADAMS WELLS LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06713 56900.000 LFT | 0.09000 5121.00| 0.09000 5121.00| 0.30000 17070.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 8610.000 LFT | 0.09000 774.90| 0.09000 774.90| 0.09000 774.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-75297 50.000 LFT | 7.85000 392.50| 7.85000 392.50| 7.85000 392.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 306-08034 3811.000 SYS | 1.12000 4268.32| 0.01000 38.11| 0.45000 1714.95 MILLING, ASPHALT, 1 1/2 IN. | | | 0039 402-07451 162.000 TON | 57.45000 9306.90| 31.55000 5111.10| 48.00000 7776.00 HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,338,589.47| $ 1,411,508.85| $ 1,647,681.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,338,589.47| $ 1,411,508.85| $ 1,647,681.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,585,101.76 ROUTE : 62 CALL ORDER : 480 CONTRACT ID : RS-27019-A COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3262011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,931,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | 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| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1300.00000 19500.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 145000.00000 145000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37000.00000 37000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 304.000 LFT | 4.50000 1368.00| | GUARDRAIL, REMOVE | | | 0006 202-93741 18.000 EACH| 150.00000 2700.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02376 LUMP| 94000.00000 94000.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0008 205-06932 2690.000 LFT | 3.10000 8339.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 211-07454 493.000 CYS | 36.00000 17748.00| | STRUCTURE BACKFILL | | | 0010 303-07449 3370.000 TON | 14.00000 47180.00| | COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1200.000 TON | 80.00000 96000.00| | HMA PATCHING, TYPE B | | | 0012 304-07493 15900.000 TON | 26.00000 413400.00| | WIDENING WITH HMA, TYPE B | | | 0013 306-08033 184900.000 SYS | 0.20000 36980.00| | MILLING, ASPHALT, 1 IN. | | | 0014 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0015 401-07321 18250.000 TON | 31.00000 565750.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,585,101.76 ROUTE : 62 CALL ORDER : 480 CONTRACT ID : RS-27019-A COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07371 27100.000 TON | 30.00000 813000.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 402-07451 100.000 TON | 40.00000 4000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0018 405-05517 52.000 TON | 275.00000 14300.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05520 125.000 TON | 170.00000 21250.00| | ASPHALT FOR TACK COAT | | | 0020 601-01522 20.000 EACH| 1435.00000 28700.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01846 11.000 EACH| 2000.00000 22000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-04150 213.000 LFT | 80.00000 17040.00| | GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0023 601-06038 2.000 EACH| 3550.00000 7100.00| | GUARDRAIL END TREATMENT, II | | | 0024 601-92948 1863.000 LFT | 2.85000 5309.55| | GUARDRAIL, ADJUST HEIGHT | | | 0025 601-94689 21.000 EACH| 3300.00000 69300.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-95300 4.000 EACH| 80.00000 320.00| | CONNECTOR, A S | | | 0027 601-99105 2013.000 LFT | 12.50000 25162.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07487 1535.000 TON | 40.00000 61400.00| | HMA FOR APPROACHES, TYPE B | | | 0029 615-06527 1.000 EACH| 595.00000 595.00| | MONUMENT, SECTION CORNER | | | 0030 616-02320 2300.000 SYS | 1.50000 3450.00| | GEOTEXTILES | | | 0031 616-06405 1850.000 TON | 22.00000 40700.00| | RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 260.000 SYS | 5.80000 1508.00| | MULCHED SEEDING, R | | | 0034 621-06567 1.100 MG | 1.00000 1.10| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,585,101.76 ROUTE : 62 CALL ORDER : 480 CONTRACT ID : RS-27019-A COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06574 275.000 SYS | 6.55000 1801.25| | SODDING | | | 0036 714-02677 124.000 LFT | 350.00000 43400.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 4 FT. | | | 0037 715-05119 132.000 LFT | 115.00000 15180.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0038 715-05121 136.000 LFT | 100.00000 13600.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0039 715-05123 50.000 LFT | 140.00000 7000.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0040 715-05171 46.000 LFT | 48.00000 2208.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0041 715-05595 10.000 LFT | 95.00000 950.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0042 715-05596 12.000 LFT | 100.00000 1200.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0043 715-05597 18.000 LFT | 110.00000 1980.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0044 715-46005 7.000 EACH| 270.00000 1890.00| | PIPE END SECTION, 15 IN. | | | 0045 715-46010 10.000 EACH| 290.00000 2900.00| | PIPE END SECTION, 18 IN. | | | 0046 715-46020 4.000 EACH| 325.00000 1300.00| | PIPE END SECTION, 24 IN. | | | 0047 718-52610 19.000 CYS | 70.00000 1330.00| | AGGREGATE FOR UNDERDRAINS | | | 0048 801-04308 2.000 EACH| 195.00000 390.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 15750.000 LFT | 0.37000 5827.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 7875.000 LFT | 1.00000 7875.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06625 19.000 EACH| 80.00000 1520.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 67.000 EACH| 135.00000 9045.00| | CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 92790.60000 92790.60| | MAINTAINING TRAFFIC | | | 0054 801-07118 72.000 LFT | 16.70000 1202.40| | BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,585,101.76 ROUTE : 62 CALL ORDER : 480 CONTRACT ID : RS-27019-A COUNTIES : CRAWFORD LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06712 3420.000 LFT | 0.08000 273.60| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0056 808-06713 159080.000 LFT | 0.08000 12726.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 144550.000 LFT | 0.08000 11564.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75297 91.000 LFT | 10.00000 910.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75996 1601.000 EACH| 6.60000 10566.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 1974.000 EACH| 16.50000 32571.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 306-08043 7770.000 SYS | 1.75000 13597.50| | MILLING, TRANSITION | | | SECTION TOTALS | $ 2,931,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,931,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,734.18 ROUTE : 231 CALL ORDER : 490 CONTRACT ID : RS-27021-A COUNTIES : GREENE LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4328009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,537,234.80 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,693,078.75 110.1379% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, 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| 3750.00000 3750.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1000.00000 11000.00| 1000.00000 11000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33500.00000 33500.00| 53400.00000 53400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 60.000 LFT | 3.50000 210.00| 3.30000 198.00| GUARDRAIL, REMOVE | | | 0005 202-02278 344.000 LFT | 8.00000 2752.00| 9.00000 3096.00| CURB, CONCRETE, REMOVE | | | 0006 202-02676 2500.000 TON | 1.70000 4250.00| 1.80000 4500.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0007 202-52710 105.000 SYS | 15.00000 1575.00| 9.70000 1018.50| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-93741 9.000 EACH| 250.00000 2250.00| 155.00000 1395.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 211-07454 16.000 CYS | 22.50000 360.00| 52.00000 832.00| STRUCTURE BACKFILL | | | 0010 303-07449 2700.000 TON | 16.00000 43200.00| 16.25000 43875.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1100.000 TON | 85.00000 93500.00| 102.00000 112200.00| HMA PATCHING, TYPE B | | | 0012 306-08033 115700.000 SYS | 0.25000 28925.00| 0.34000 39338.00| MILLING, ASPHALT, 1 IN. | | | 0013 401-06264 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0014 401-07321 10300.000 TON | 30.50000 314150.00| 30.75000 316725.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,734.18 ROUTE : 231 CALL ORDER : 490 CONTRACT ID : RS-27021-A COUNTIES : GREENE LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07390 19200.000 TON | 27.00000 518400.00| 29.00000 556800.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0016 402-07451 2525.000 TON | 30.50000 77012.50| 38.50000 97212.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0017 405-05517 36.000 TON | 265.00000 9540.00| 300.00000 10800.00| ASPHALT FOR PRIME COAT | | | 0018 406-05520 65.000 TON | 175.00000 11375.00| 180.00000 11700.00| ASPHALT FOR TACK COAT | | | 0019 601-01740 4.000 EACH| 2000.00000 8000.00| 1925.00000 7700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0020 601-06035 210.000 LFT | 6.50000 1365.00| 6.00000 1260.00| GUARDRAIL, RESET | | | 0021 601-93346 1.000 EACH| 85.00000 85.00| 76.50000 76.50| GUARD RAIL CONNECTOR, AS | | | 0022 601-94689 6.000 EACH| 2575.00000 15450.00| 2400.00000 14400.00| GUARDRAIL END TREATMENT, OS | | | 0023 604-06069 130.000 SYS | 30.00000 3900.00| 145.00000 18850.00| CURB RAMP, CONCRETE | | | 0024 604-06070 15.000 SYS | 90.00000 1350.00| 76.50000 1147.50| SIDEWALK, CONCRETE | | | 0025 610-07487 1900.000 TON | 56.00000 106400.00| 64.00000 121600.00| HMA FOR APPROACHES, TYPE B | | | 0026 611-95023 4.000 EACH| 75.00000 300.00| 128.00000 512.00| MAILBOX ASSEMBLY, RESET | | | 0027 612-04315 110.000 TON | 825.00000 90750.00| 780.00000 85800.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-60410 2175.000 EACH| 7.00000 15225.00| 6.65000 14463.75| DRILLED HOLE FOR UNDERSEAL | | | 0029 616-02320 300.000 SYS | 1.25000 375.00| 3.10000 930.00| GEOTEXTILES | | | 0030 616-06405 6.000 TON | 35.00000 210.00| 76.50000 459.00| RIPRAP, REVETMENT | | | 0031 702-90915 1.000 CYS | 185.00000 185.00| 615.00000 615.00| CONCRETE, A | | | 0032 718-52610 36.000 CYS | 55.00000 1980.00| 105.00000 3780.00| AGGREGATE FOR UNDERDRAINS | | | 0033 720-44000 6.000 EACH| 350.00000 2100.00| 615.00000 3690.00| CASTING, ADJUST TO GRADE | | | 0034 801-06203 4390.000 LFT | 0.50000 2195.00| 0.33000 1448.70| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,734.18 ROUTE : 231 CALL ORDER : 490 CONTRACT ID : RS-27021-A COUNTIES : GREENE LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06207 4390.000 LFT | 0.70000 3073.00| 0.55000 2414.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 38.000 EACH| 85.00000 3230.00| 100.00000 3800.00| CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 75000.00000 75000.00| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0038 808-06703 200.000 LFT | 0.90000 180.00| 0.85000 170.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0039 808-06712 7700.000 LFT | 0.08000 616.00| 0.08000 616.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0040 808-06713 87820.000 LFT | 0.08000 7025.60| 0.08000 7025.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 37000.000 LFT | 0.08000 2960.00| 0.08000 2960.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-75245 288.000 LFT | 0.90000 259.20| 0.90000 259.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0043 808-75297 60.000 LFT | 5.50000 330.00| 5.15000 309.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0044 808-75300 110.000 LFT | 1.85000 203.50| 1.70000 187.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0045 808-75320 2.000 EACH| 75.00000 150.00| 70.50000 141.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 2.000 EACH| 100.00000 200.00| 95.00000 190.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-75340 2.000 EACH| 400.00000 800.00| 380.00000 760.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0048 808-75996 780.000 EACH| 6.50000 5070.00| 4.75000 3705.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 780.000 EACH| 18.00000 14040.00| 17.75000 13845.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-97323 432.000 LFT | 4.00000 1728.00| 3.85000 1663.20| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,734.18 ROUTE : 231 CALL ORDER : 490 CONTRACT ID : RS-27021-A COUNTIES : GREENE LETTING DATE : 11/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 306-08034 8240.000 SYS | 0.50000 4120.00| 0.67000 5520.80| MILLING, ASPHALT, 1 1/2 IN. | | | 0052 306-08043 10700.000 SYS | 0.90000 9630.00| 1.70000 18190.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 1,537,234.80| $ 1,693,078.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,537,234.80| $ 1,693,078.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,326,043.72 ROUTE : 41 CALL ORDER : 500 CONTRACT ID : RS-27029-A COUNTIES : PARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0372036 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,431,487.27 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | 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| 1207.42000 1207.42| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1128.75000 11287.50| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 102500.00000 102500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 45.000 EACH| 245.83000 11062.35| | GUARD RAIL END TREATMENT, REMOVE | | | 0005 301-07448 3227.000 TON | 22.24000 71768.48| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 3587.000 TON | 15.10000 54163.70| | COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 422.000 TON | 135.44000 57155.68| | HMA PATCHING, TYPE B | | | 0008 304-07509 1594.000 TON | 59.93000 95528.42| | WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0009 306-08033 130882.000 SYS | 0.77000 100779.14| | MILLING, ASPHALT, 1 IN. | | | 0010 401-06264 LUMP| 21648.27000 21648.27| | PROFILOGRAPH, HMA | | | 0011 401-07328 12354.000 TON | 44.72000 552470.88| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 401-07395 2532.000 TON | 37.60000 95203.20| | QC/QA-HMA, 1, 70, INTERMEDIATE, 19.0 mm | | | 0013 401-07398 17504.000 TON | 40.27000 704886.08| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0014 402-07451 1166.000 TON | 48.04000 56014.64| | HMA, TYPE B, WEDGE AND LEVEL | | | 0015 404-05511 21252.000 SYS | 0.63000 13388.76| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,326,043.72 ROUTE : 41 CALL ORDER : 500 CONTRACT ID : RS-27029-A COUNTIES : PARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 405-05517 14.000 TON | 417.01000 5838.14| | ASPHALT FOR PRIME COAT | | | 0017 406-05520 94.000 TON | 197.40000 18555.60| | ASPHALT FOR TACK COAT | | | 0018 601-92948 5510.000 LFT | 2.21000 12177.10| | GUARDRAIL, ADJUST HEIGHT | | | 0019 601-94689 45.000 EACH| 2215.00000 99675.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 100.000 LFT | 12.60000 1260.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 608-04395 10.000 TON | 247.57000 2475.70| | AGGREGATE FOR SHOULDER DRAINS | | | 0022 610-05527 894.000 TON | 111.37000 99564.78| | HMA FOR APPROACHES | | | 0023 612-04315 130.000 TON | 803.25000 104422.50| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 2160.000 EACH| 6.83000 14752.80| | DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06505 5.000 EACH| 929.25000 4646.25| | MONUMENT, B | | | 0026 615-06525 8.000 EACH| 456.90000 3655.20| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 801-06203 5232.000 LFT | 1.39000 7272.48| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 5232.000 LFT | 1.39000 7272.48| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06577 186.000 LFT | 11.03000 2051.58| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0030 801-06640 28.000 EACH| 1.02900 28.81| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 39329.02000 39329.02| | MAINTAINING TRAFFIC | | | 0032 808-03631 621.000 LFT | 1.72000 1068.12| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 621.000 LFT | 1.72000 1068.12| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-04896 160.000 LFT | 1.72000 275.20| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0035 808-06703 114013.000 LFT | 0.24000 27363.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,326,043.72 ROUTE : 41 CALL ORDER : 500 CONTRACT ID : RS-27029-A COUNTIES : PARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75240 6150.000 LFT | 0.24000 1476.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0037 808-75245 78398.000 LFT | 0.24000 18815.52| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0038 808-75297 186.000 LFT | 5.78000 1075.08| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75996 1245.000 EACH| 6.67000 8304.15| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,431,487.27| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,431,487.27| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,695,346.53 ROUTE : 14 CALL ORDER : 510 CONTRACT ID : RS-27058-A COUNTIES : WHITLEY LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3492004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,245,008.55 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,275,854.69 102.4775% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,459,297.85 117.2118% ==================================================================================================================================== |(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 105-07039 6.000 MOS | 1000.00000 6000.00| 1275.00000 7650.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 56250.00000 56250.00| 63000.00000 63000.00| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 495.000 LFT | 3.00000 1485.00| 3.00000 1485.00| 3.00000 1485.00 GUARDRAIL, REMOVE | | | 0004 202-02278 233.000 LFT | 11.50000 2679.50| 5.78000 1346.74| 5.25000 1223.25 CURB, CONCRETE, REMOVE | | | 0005 202-02676 400.000 TON | 5.70000 2280.00| 2.75000 1100.00| 5.00000 2000.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0006 202-93741 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 155.00000 620.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-01180 1399.000 TON | 4.00000 5596.00| 8.00000 11192.00| 40.00000 55960.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0008 303-07449 5790.000 TON | 1.00000 5790.00| 5.00000 28950.00| 12.00000 69480.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 4195.000 TON | 42.60000 178707.00| 44.00000 184580.00| 60.00000 251700.00 HMA PATCHING, TYPE B | | | 0010 304-07493 60.000 TON | 42.60000 2556.00| 84.00000 5040.00| 110.00000 6600.00 WIDENING WITH HMA, TYPE B | | | 0011 306-08034 116474.000 SYS | 1.50000 174711.00| 0.50000 58237.00| 0.50000 58237.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 401-06264 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0013 401-07321 10239.000 TON | 29.35000 300514.65| 32.00000 327648.00| 30.00000 307170.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,695,346.53 ROUTE : 14 CALL ORDER : 510 CONTRACT ID : RS-27058-A COUNTIES : WHITLEY LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-07371 13652.000 TON | 26.55000 362460.60| 26.00000 354952.00| 29.00000 395908.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0015 402-07451 789.540 TON | 30.90000 24396.79| 34.00000 26844.36| 30.00000 23686.20 HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 63.150 TON | 1.00000 63.15| 100.00000 6315.00| 100.00000 6315.00 ASPHALT FOR TACK COAT | | | 0017 601-94689 4.000 EACH| 1950.00000 7800.00| 2958.99000 11835.96| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 405.000 LFT | 9.00000 3645.00| 9.00000 3645.00| 9.00000 3645.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 605-06120 233.000 LFT | 17.50000 4077.50| 38.78000 9035.74| 15.00000 3495.00 CURB, CONCRETE | | | 0020 605-94811 3.000 EACH| 310.00000 930.00| 380.63000 1141.89| 350.00000 1050.00 CURB TURNOUT | | | 0021 610-07487 1106.000 TON | 42.60000 47115.60| 65.00000 71890.00| 88.00000 97328.00 HMA FOR APPROACHES, TYPE B | | | 0022 615-06520 1.000 EACH| 250.00000 250.00| 150.00000 150.00| 575.00000 575.00 MONUMENT, RE-ESTABLISH | | | 0023 801-06203 7430.000 LFT | 0.12000 891.60| 0.10000 743.00| 0.20000 1486.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 7430.000 LFT | 0.01000 74.30| 0.63000 4680.90| 1.00000 7430.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 30.000 EACH| 200.00000 6000.00| 90.00000 2700.00| 90.00000 2700.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 1000.00000 1000.00| 33000.00000 33000.00| 42000.00000 42000.00 MAINTAINING TRAFFIC | | | 0027 802-91122 4.000 EACH| 90.00000 360.00| 220.00000 880.00| 300.00000 1200.00 SIGN, GROUND MOUNTED, RESET | | | 0028 808-03631 74400.000 LFT | 0.29000 21576.00| 0.29000 21576.00| 0.30000 22320.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0029 808-03632 18000.000 LFT | 0.29000 5220.00| 0.29000 5220.00| 0.30000 5400.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0030 808-04896 8700.000 LFT | 0.29000 2523.00| 0.29000 2523.00| 0.30000 2610.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0031 808-74805 110.000 LFT | 15.30000 1683.00| 15.30000 1683.00| 17.00000 1870.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0032 808-75996 650.000 EACH| 2.45000 1592.50| 2.94000 1911.00| 2.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,695,346.53 ROUTE : 14 CALL ORDER : 510 CONTRACT ID : RS-27058-A COUNTIES : WHITLEY LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75998 650.000 EACH| 18.56000 12064.00| 18.95000 12317.50| 19.00000 12350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 306-08043 11636.000 SYS | 0.01000 116.36| 0.60000 6981.60| 0.40000 4654.40 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,245,008.55| $ 1,275,854.69| $ 1,459,297.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,245,008.55| $ 1,275,854.69| $ 1,459,297.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3043004 20000AC SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,376,376.66 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,387,149.18 100.7826% 3 35-1139301 E & B PAVING, INC. $ 1,614,638.10 117.3107% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,781,364.28 129.4241% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |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 5.000 MOS | 1500.00000 7500.00| 1700.00000 8500.00| 1500.00000 7500.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 68800.00000 68800.00| 69000.00000 69000.00| 81000.00000 81000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-93741 10.000 EACH| 140.00000 1400.00| 420.00000 4200.00| 175.00000 1750.00 GUARD RAIL END TREATMENT, REMOVE | | | 0004 202-96133 34.000 LFT | 72.25000 2456.50| 35.00000 1190.00| 27.09000 921.06 PIPE, REMOVE | | | 0005 203-02080 10.000 MILE| 3000.00000 30000.00| 14400.00000 144000.00| 6500.00000 65000.00 LINEAR GRADING | | | 0007 301-07448 3752.000 TON | 14.40000 54028.80| 6.00000 22512.00| 17.00000 63784.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 790.000 TON | 5.00000 3950.00| 6.00000 4740.00| 17.00000 13430.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0010 303-07449 2309.000 TON | 5.00000 11545.00| 14.00000 32326.00| 14.80000 34173.20 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 2389.000 TON | 52.00000 124228.00| 56.00000 133784.00| 52.00000 124228.00 HMA PATCHING, TYPE B | | | 0012 304-07493 5421.000 TON | 29.00000 157209.00| 26.00000 140946.00| 37.00000 200577.00 WIDENING WITH HMA, TYPE B | | | 0013 306-08034 58097.000 SYS | 0.42000 24400.74| 0.60000 34858.20| 0.40000 23238.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 401-06264 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0015 401-07321 6849.000 TON | 30.80000 210949.20| 29.00000 198621.00| 37.00000 253413.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07371 8128.000 TON | 27.90000 226771.20| 25.00000 203200.00| 34.00000 276352.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 402-07432 605.000 TON | 30.80000 18634.00| 30.00000 18150.00| 38.00000 22990.00 HMA SURFACE, TYPE A | | | 0018 402-07435 140.000 TON | 35.00000 4900.00| 30.00000 4200.00| 60.00000 8400.00 HMA INTERMEDIATE, TYPE A | | | 0019 402-07451 5000.000 TON | 32.00000 160000.00| 28.00000 140000.00| 29.41000 147050.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 406-05520 77.000 TON | 0.01000 0.77| 190.00000 14630.00| 50.00000 3850.00 ASPHALT FOR TACK COAT | | | 0021 601-01626 1.000 EACH| 1450.00000 1450.00| 1775.00000 1775.00| 1775.00000 1775.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0022 601-04412 1.000 EACH| 700.00000 700.00| 675.00000 675.00| 675.00000 675.00 GUARDRAIL, BURIED END | | | 0023 601-94689 12.000 EACH| 2045.00000 24540.00| 1975.00000 23700.00| 2719.96000 32639.52 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 3.000 EACH| 800.00000 2400.00| 975.00000 2925.00| 975.00000 2925.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 12.500 LFT | 13.50000 168.75| 30.00000 375.00| 30.00000 375.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 1528.000 TON | 53.90000 82359.20| 57.00000 87096.00| 81.00000 123768.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 12.000 EACH| 145.00000 1740.00| 200.00000 2400.00| 129.00000 1548.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 611-95023 1.000 EACH| 125.00000 125.00| 200.00000 200.00| 256.95000 256.95 MAILBOX ASSEMBLY, RESET | | | 0030 615-06520 16.000 EACH| 200.00000 3200.00| 200.00000 3200.00| 205.97000 3295.52 MONUMENT, RE-ESTABLISH | | | 0031 616-06405 5.000 TON | 36.00000 180.00| 80.00000 400.00| 123.57000 617.85 RIPRAP, REVETMENT | | | 0032 715-01662 73.000 LFT | 8.22000 600.06| 11.00000 803.00| 8.25000 602.25 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0033 715-05048 10.000 LFT | 20.60000 206.00| 25.50000 255.00| 46.39000 463.90 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0034 715-05208 20.000 LFT | 23.40000 468.00| 52.00000 1040.00| 59.99000 1199.80 PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0035 715-05235 34.000 LFT | 88.70000 3015.80| 160.00000 5440.00| 150.40000 5113.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-06471 2.000 EACH| 550.00000 1100.00| 380.00000 760.00| 361.95000 723.90 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0037 720-45335 1.000 EACH| 1430.00000 1430.00| 1500.00000 1500.00| 923.89000 923.89 CATCH BASIN, E7, MODIFIED | | | 0038 801-06203 2700.000 LFT | 2.00000 5400.00| 0.50000 1350.00| 0.34000 918.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 2700.000 LFT | 0.80000 2160.00| 1.00000 2700.00| 1.12000 3024.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 42.000 EACH| 200.00000 8400.00| 63.00000 2646.00| 75.00000 3150.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 70425.00000 70425.00| 14000.00000 14000.00| 6800.00000 6800.00 MAINTAINING TRAFFIC | | | 0042 808-06712 16650.000 LFT | 0.08000 1332.00| 0.10000 1665.00| 0.08000 1332.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0043 808-06713 137870.000 LFT | 0.08000 11029.60| 0.10000 13787.00| 0.08000 11029.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06714 24400.000 LFT | 0.08000 1952.00| 0.10000 2440.00| 0.08000 1952.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75297 180.000 LFT | 5.70000 1026.00| 5.50000 990.00| 5.72000 1029.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-97323 100.000 LFT | 6.50000 650.00| 5.50000 550.00| 6.50000 650.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0047 306-08043 12088.000 SYS | 0.90000 10879.20| 0.25000 3022.00| 0.45000 5439.60 MILLING, TRANSITION | | | 0048 203-02070 5000.000 CYS | 0.01000 50.00| 0.10000 500.00| 8.00000 40000.00 BORROW | | | 0049 621-02770 500.000 SYS | 2.70000 1350.00| 2.70000 1350.00| 6.00000 3000.00 EROSION CONTROL BLANKET | | | 0050 211-07454 20.000 CYS | 5.00000 100.00| 11.00000 220.00| 48.16000 963.20 STRUCTURE BACKFILL | | | 0051 306-08033 62302.000 SYS | 0.42000 26166.84| 0.49000 30527.98| 0.43000 26789.86 MILLING, ASPHALT, 1 IN. | | | SECTION TOTALS | $ 1,376,376.66| $ 1,387,149.18| $ 1,614,638.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,376,376.66| $ 1,387,149.18| $ 1,614,638.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 5.000 MOS | 2323.00000 11615.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 89000.00000 89000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-93741 10.000 EACH| 140.00000 1400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0004 202-96133 34.000 LFT | 41.00000 1394.00| | PIPE, REMOVE | | | 0005 203-02080 10.000 MILE| 7913.00000 79130.00| | LINEAR GRADING | | | 0007 301-07448 3752.000 TON | 33.60000 126067.20| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 790.000 TON | 20.70000 16353.00| | COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0010 303-07449 2309.000 TON | 18.00000 41562.00| | COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 2389.000 TON | 61.00000 145729.00| | HMA PATCHING, TYPE B | | | 0012 304-07493 5421.000 TON | 31.00000 168051.00| | WIDENING WITH HMA, TYPE B | | | 0013 306-08034 58097.000 SYS | 0.63000 36601.11| | MILLING, ASPHALT, 1 1/2 IN. | | | 0014 401-06264 LUMP| 7500.00000 7500.00| | PROFILOGRAPH, HMA | | | 0015 401-07321 6849.000 TON | 31.04000 212592.96| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07371 8128.000 TON | 26.35000 214172.80| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 402-07432 605.000 TON | 38.80000 23474.00| | HMA SURFACE, TYPE A | | | 0018 402-07435 140.000 TON | 38.25000 5355.00| | HMA INTERMEDIATE, TYPE A | | | 0019 402-07451 5000.000 TON | 37.50000 187500.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0020 406-05520 77.000 TON | 125.00000 9625.00| | ASPHALT FOR TACK COAT | | | 0021 601-01626 1.000 EACH| 1450.00000 1450.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-04412 1.000 EACH| 700.00000 700.00| | GUARDRAIL, BURIED END | | | 0023 601-94689 12.000 EACH| 3205.00000 38460.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 3.000 EACH| 800.00000 2400.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 12.500 LFT | 13.50000 168.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 1528.000 TON | 60.00000 91680.00| | HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 12.000 EACH| 129.00000 1548.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 611-95023 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, RESET | | | 0030 615-06520 16.000 EACH| 282.00000 4512.00| | MONUMENT, RE-ESTABLISH | | | 0031 616-06405 5.000 TON | 83.00000 415.00| | RIPRAP, REVETMENT | | | 0032 715-01662 73.000 LFT | 8.22000 600.06| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0033 715-05048 10.000 LFT | 21.90000 219.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0034 715-05208 20.000 LFT | 35.00000 700.00| | PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0035 715-05235 34.000 LFT | 87.00000 2958.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0036 715-06471 2.000 EACH| 437.00000 874.00| | PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0037 720-45335 1.000 EACH| 2200.00000 2200.00| | CATCH BASIN, E7, MODIFIED | | | 0038 801-06203 2700.000 LFT | 0.22000 594.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 2700.000 LFT | 1.05000 2835.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 42.000 EACH| 75.00000 3150.00| | CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 95340.00000 95340.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,876,984.63 ROUTE : 19 CALL ORDER : 520 CONTRACT ID : RS-27059-A COUNTIES : KOSCIUSKO LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 808-06712 16650.000 LFT | 0.08000 1332.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0043 808-06713 137870.000 LFT | 0.08000 11029.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06714 24400.000 LFT | 0.08000 1952.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75297 180.000 LFT | 5.25000 945.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-97323 100.000 LFT | 6.50000 650.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0047 306-08043 12088.000 SYS | 2.00000 24176.00| | MILLING, TRANSITION | | | 0048 203-02070 5000.000 CYS | 17.20000 86000.00| | BORROW | | | 0049 621-02770 500.000 SYS | 2.70000 1350.00| | EROSION CONTROL BLANKET | | | 0050 211-07454 20.000 CYS | 46.65000 933.00| | STRUCTURE BACKFILL | | | 0051 306-08033 62302.000 SYS | 0.40000 24920.80| | MILLING, ASPHALT, 1 IN. | | | SECTION TOTALS | $ 1,781,364.28| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,781,364.28| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,130,631.55 ROUTE : 35 CALL ORDER : 530 CONTRACT ID : RS-27061-A COUNTIES : GRANT LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/06/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1203014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,003,625.46 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,047,773.60 104.3988% ==================================================================================================================================== |(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 105-07039 6.000 MOS | 1690.00000 10140.00| 1761.00000 10566.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 50000.00000 50000.00| 51000.00000 51000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 700.000 TON | 25.00000 17500.00| 30.00000 21000.00| COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07490 632.000 TON | 75.45000 47684.40| 78.00000 49296.00| HMA PATCHING, TYPE B | | | 0005 304-07493 181.000 TON | 55.00000 9955.00| 78.00000 14118.00| WIDENING WITH HMA, TYPE B | | | 0006 305-98794 158.000 TON | 5.00000 790.00| 10.00000 1580.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 306-08033 195029.000 SYS | 0.38000 74111.02| 0.35000 68260.15| MILLING, ASPHALT, 1 IN. | | | 0008 401-06264 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| PROFILOGRAPH, HMA | | | 0009 401-07328 15495.000 TON | 37.72000 584471.40| 37.00000 573315.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 406-05520 55.000 TON | 175.00000 9625.00| 155.00000 8525.00| ASPHALT FOR TACK COAT | | | 0011 507-07479 300.000 TON | 73.50000 22050.00| 78.00000 23400.00| HMA PARTIAL DEPTH PATCH | | | 0012 610-07486 806.000 TON | 55.72000 44910.32| 85.00000 68510.00| HMA FOR APPROACHES, TYPE A | | | 0013 615-06520 8.000 EACH| 290.09000 2320.72| 100.00000 800.00| MONUMENT, RE-ESTABLISH | | | 0014 720-44000 2.000 EACH| 417.40000 834.80| 520.00000 1040.00| CASTING, ADJUST TO GRADE | | | 0015 801-06203 5611.000 LFT | 0.11000 617.21| 0.01000 56.11| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,130,631.55 ROUTE : 35 CALL ORDER : 530 CONTRACT ID : RS-27061-A COUNTIES : GRANT LETTING DATE : 11/18/03 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 801-06207 5611.000 LFT | 0.72000 4039.92| 0.73000 4096.03| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 39.000 EACH| 90.00000 3510.00| 90.00000 3510.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 12510.05000 12510.05| 22300.00000 22300.00| MAINTAINING TRAFFIC | | | 0019 805-78470 2113.000 LFT | 0.20000 422.60| 0.50000 1056.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 635.000 LFT | 7.20000 4572.00| 8.25000 5238.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 805-92951 4.000 EACH| 175.00000 700.00| 500.00000 2000.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0022 808-06701 93.000 LFT | 0.23000 21.39| 0.24000 22.32| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0023 808-06703 113054.000 LFT | 0.23000 26002.42| 0.24000 27132.96| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75240 11820.000 LFT | 0.23000 2718.60| 0.24000 2836.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 19937.000 LFT | 0.23000 4585.51| 0.24000 4784.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75278 80.000 LFT | 1.50000 120.00| 2.60000 208.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 283.000 LFT | 3.00000 849.00| 5.20000 1471.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 18.000 EACH| 56.00000 1008.00| 42.00000 756.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 9.000 EACH| 80.00000 720.00| 60.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75340 4.000 EACH| 320.00000 1280.00| 370.00000 1480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0031 808-75996 840.000 EACH| 3.18000 2671.20| 2.72000 2284.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,130,631.55 ROUTE : 35 CALL ORDER : 530 CONTRACT ID : RS-27061-A COUNTIES : GRANT LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75998 840.000 EACH| 18.00000 15120.00| 17.45000 14658.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 808-92027 510.000 LFT | 1.00000 510.00| 1.74000 887.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0034 401-07320 1095.000 TON | 38.54000 42201.30| 45.00000 49275.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0035 203-90014 4.500 STA | 431.16000 1940.22| 800.00000 3600.00| LINEAR GRADING | | | 0036 306-08034 11338.000 SYS | 0.01000 113.38| 0.35000 3968.30| MILLING, ASPHALT, 1 1/2 IN. | | | SECTION TOTALS | $ 1,003,625.46| $ 1,047,773.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,003,625.46| $ 1,047,773.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,711,480.72 ROUTE : 3 CALL ORDER : 540 CONTRACT ID : RS-27062-A COUNTIES : HUNTINGTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5535005 5535005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 2,639,819.25 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,722,011.00 103.1135% ==================================================================================================================================== |(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 105-07039 6.000 MOS | 1653.00000 9918.00| 1600.00000 9600.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 131500.00000 131500.00| 134000.00000 134000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 10010.000 LFT | 1.00000 10010.00| 1.00000 10010.00| GUARDRAIL, REMOVE | | | 0004 202-02265 1.000 EACH| 1680.00000 1680.00| 2500.00000 2500.00| TREE, 48 IN., REMOVE | | | 0005 202-02271 8.000 EACH| 114.67000 917.36| 275.35000 2202.80| HEADWALL, REMOVE | | | 0006 202-90277 1.000 EACH| 75.00000 75.00| 500.00000 500.00| DETECTOR HOUSING, REMOVE | | | 0007 205-06937 127460.000 LFT | 0.88000 112164.80| 0.75000 95595.00| TEMPORARY SILT FENCE | | | 0008 301-07448 16584.000 TON | 11.93000 197847.12| 14.00000 232176.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 515.000 TON | 5.00000 2575.00| 4.00000 2060.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0010 303-07449 15000.000 TON | 5.00000 75000.00| 4.00000 60000.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1545.000 TON | 57.48000 88806.60| 51.85000 80108.25| HMA PATCHING, TYPE B | | | 0012 304-07493 12438.000 TON | 25.96000 322890.48| 27.35000 340179.30| WIDENING WITH HMA, TYPE B | | | 0013 306-08033 179074.000 SYS | 0.35000 62675.90| 0.20000 35814.80| MILLING, ASPHALT, 1 IN. | | | 0014 401-06264 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,711,480.72 ROUTE : 3 CALL ORDER : 540 CONTRACT ID : RS-27062-A COUNTIES : HUNTINGTON LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07321 18958.000 TON | 28.00000 530824.00| 30.00000 568740.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07371 25277.000 TON | 25.00000 631925.00| 28.00000 707756.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 406-05520 125.000 TON | 150.00000 18750.00| 100.00000 12500.00| ASPHALT FOR TACK COAT | | | 0018 601-01128 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-01625 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-01626 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0021 601-01846 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06037 1.000 EACH| 600.00000 600.00| 600.00000 600.00| GUARDRAIL END TREATMENT, I | | | 0023 601-94689 11.000 EACH| 2000.00000 22000.00| 2705.55000 29761.05| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 10450.000 LFT | 8.85000 92482.50| 8.85000 92482.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 1662.000 TON | 50.67000 84213.54| 35.00000 58170.00| HMA FOR APPROACHES, TYPE B | | | 0026 611-06497 5.000 EACH| 170.00000 850.00| 170.00000 850.00| MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06520 10.000 EACH| 283.61000 2836.10| 150.00000 1500.00| MONUMENT, RE-ESTABLISH | | | 0028 616-02281 4.000 CYS | 137.00000 548.00| 798.95000 3195.80| GROUT FOR RIPRAP | | | 0029 616-02320 848.000 SYS | 0.81000 686.88| 1.00000 848.00| GEOTEXTILES | | | 0030 616-06405 636.000 TON | 19.22000 12223.92| 42.17000 26820.12| RIPRAP, REVETMENT | | | 0031 715-05756 24.000 LFT | 169.18000 4060.32| 108.19000 2596.56| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0032 715-46000 8.000 EACH| 371.12000 2968.96| 339.58000 2716.64| PIPE END SECTION, 12 IN. | | | 0033 715-46005 2.000 EACH| 488.61000 977.22| 359.58000 719.16| PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,711,480.72 ROUTE : 3 CALL ORDER : 540 CONTRACT ID : RS-27062-A COUNTIES : HUNTINGTON LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 720-01894 1.000 EACH| 621.79000 621.79| 300.00000 300.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0035 720-44000 1.000 EACH| 452.65000 452.65| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0036 801-06203 12940.000 LFT | 0.11000 1423.40| 0.25000 3235.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 6470.000 LFT | 0.72000 4658.40| 0.94000 6081.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 43.000 EACH| 130.00000 5590.00| 75.00000 3225.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 146489.57000 146489.57| 131811.73000 131811.73| MAINTAINING TRAFFIC | | | 0040 802-91122 4.000 EACH| 180.00000 720.00| 200.00000 800.00| SIGN, GROUND MOUNTED, RESET | | | 0041 802-99058 2.000 EACH| 90.00000 180.00| 200.00000 400.00| SHEET SIGN, INSTALL | | | 0042 804-06771 35.000 EACH| 19.00000 665.00| 19.00000 665.00| DELINEATOR POST, FLEXIBLE | | | 0043 808-04298 2.000 EACH| 475.00000 950.00| 275.00000 550.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0044 808-06713 129316.000 LFT | 0.09000 11638.44| 0.11000 14224.76| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75297 90.000 LFT | 6.72000 604.80| 3.80000 342.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75320 1.000 EACH| 55.00000 55.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75998 1000.000 EACH| 17.45000 17450.00| 17.30000 17300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 306-08034 9003.000 SYS | 0.01000 90.03| 0.20000 1800.60| MILLING, ASPHALT, 1 1/2 IN. | | | 0051 808-06712 15322.000 LFT | 0.09000 1378.98| 0.11000 1685.42| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0052 808-06714 17161.000 LFT | 0.09000 1544.49| 0.11000 1887.71| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 2,639,819.25| $ 2,722,011.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,639,819.25| $ 2,722,011.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,155,112.19 ROUTE : 327 CALL ORDER : 550 CONTRACT ID : RS-27064-A COUNTIES : STEUBEN LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/28/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3176005 3176005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,471,282.55 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,595,771.55 108.4612% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,995,558.20 135.6339% ==================================================================================================================================== |(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| 10000.00000 10000.00| 4250.00000 4250.00| 5360.00000 5360.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1700.00000 6800.00| 1597.00000 6388.00| 1800.00000 7200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 73500.00000 73500.00| 79000.00000 79000.00| 93000.00000 93000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 25.000 LFT | 6.00000 150.00| 6.00000 150.00| 6.00000 150.00 GUARDRAIL, REMOVE | | | 0005 202-93741 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 600.00000 1800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 205-06937 70750.000 LFT | 0.01000 707.50| 0.75000 53062.50| 0.92000 65090.00 TEMPORARY SILT FENCE | | | 0007 211-02050 25.000 CYS | 20.00000 500.00| 10.00000 250.00| 30.00000 750.00 B BORROW | | | 0008 301-07448 11218.000 TON | 12.15000 136298.70| 14.00000 157052.00| 40.00000 448720.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 34.000 TON | 5.00000 170.00| 8.25000 280.50| 40.00000 1360.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0011 304-07490 100.000 TON | 68.70000 6870.00| 88.08000 8808.00| 75.00000 7500.00 HMA PATCHING, TYPE B | | | 0012 304-07493 20567.000 TON | 24.75000 509033.25| 32.00000 658144.00| 31.70000 651973.90 WIDENING WITH HMA, TYPE B | | | 0013 306-08034 85351.000 SYS | 0.35000 29872.85| 0.50000 42675.50| 1.00000 85351.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 401-06264 LUMP| 10000.00000 10000.00| 1976.00000 1976.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,155,112.19 ROUTE : 327 CALL ORDER : 550 CONTRACT ID : RS-27064-A COUNTIES : STEUBEN LETTING DATE : 11/18/03 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 401-07321 10297.000 TON | 31.10000 320236.70| 37.00000 380989.00| 34.00000 350098.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 402-07451 10.000 TON | 65.70000 657.00| 85.00000 850.00| 34.00000 340.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 406-05520 11.000 TON | 600.00000 6600.00| 150.00000 1650.00| 150.00000 1650.00 ASPHALT FOR TACK COAT | | | 0018 601-94689 3.000 EACH| 2100.00000 6300.00| 3267.85000 9803.55| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 206.250 LFT | 16.00000 3300.00| 16.00000 3300.00| 16.00000 3300.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 610-07487 690.000 TON | 45.75000 31567.50| 77.97000 53799.30| 65.00000 44850.00 HMA FOR APPROACHES, TYPE B | | | 0022 615-06520 2.000 EACH| 255.00000 510.00| 195.87000 391.74| 500.00000 1000.00 MONUMENT, RE-ESTABLISH | | | 0023 715-05119 58.000 LFT | 97.25000 5640.50| 56.89000 3299.62| 100.00000 5800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05767 72.000 LFT | 87.60000 6307.20| 72.97000 5253.84| 100.00000 7200.00 PIPE, RCP, II, D0.01=1000, 18 IN. | | | 0025 715-46005 2.000 EACH| 320.00000 640.00| 175.00000 350.00| 250.00000 500.00 PIPE END SECTION, 15 IN. | | | 0026 801-06203 3660.000 LFT | 0.78000 2854.80| 0.20000 732.00| 0.18000 658.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 3660.000 LFT | 0.12000 439.20| 0.75000 2745.00| 1.00000 3660.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 37.000 EACH| 200.00000 7400.00| 142.00000 5254.00| 150.00000 5550.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 225765.00000 225765.00| 44000.00000 44000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0030 802-91122 1.000 EACH| 110.00000 110.00| 300.00000 300.00| 75.00000 75.00 SIGN, GROUND MOUNTED, RESET | | | 0031 808-06712 8318.000 LFT | 0.08000 665.44| 0.05000 415.90| 0.09000 748.62 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0032 808-06713 74678.000 LFT | 0.08000 5974.24| 0.05000 3733.90| 0.09000 6721.02 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06714 33929.000 LFT | 0.08000 2714.32| 0.05000 1696.45| 0.09000 3053.61 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75067 41.000 LFT | 15.00000 615.00| 5.00000 205.00| 20.75000 850.75 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,155,112.19 ROUTE : 327 CALL ORDER : 550 CONTRACT ID : RS-27064-A COUNTIES : STEUBEN LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75996 865.000 EACH| 2.30000 1989.50| 2.90000 2508.50| 2.00000 1730.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 865.000 EACH| 17.00000 14705.00| 17.00000 14705.00| 19.00000 16435.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 303-01180 7985.000 TON | 5.00000 39925.00| 5.00000 39925.00| 14.00000 111790.00 COMPACTED AGGREGATE, NO. 53 | | | 0038 306-08043 6385.000 SYS | 0.01000 63.85| 0.85000 5427.25| 0.50000 3192.50 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,471,282.55| $ 1,595,771.55| $ 1,995,558.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,471,282.55| $ 1,595,771.55| $ 1,995,558.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,121,541.36 ROUTE : 105 CALL ORDER : 560 CONTRACT ID : RS-27070-A COUNTIES : HUNTINGTON LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/16/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3135005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 690,157.64 100.0000% 2 35-1139301 E & B PAVING, INC. $ 769,267.12 111.4625% ==================================================================================================================================== |(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 105-07039 6.000 MOS | 1550.00000 9300.00| 1275.00000 7650.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 34500.00000 34500.00| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 203-90014 304.000 STA | 90.00000 27360.00| 250.00000 76000.00| LINEAR GRADING | | | 0004 303-01180 50.000 TON | 5.00000 250.00| 10.00000 500.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0005 304-07490 200.000 TON | 64.45000 12890.00| 80.00000 16000.00| HMA PATCHING, TYPE B | | | 0006 304-07493 7800.000 TON | 26.46000 206388.00| 31.00000 241800.00| WIDENING WITH HMA, TYPE B | | | 0007 306-08033 67091.000 SYS | 0.32000 21469.12| 0.45000 30190.95| MILLING, ASPHALT, 1 IN. | | | 0008 401-06264 LUMP| 1656.00000 1656.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0009 401-07321 6700.000 TON | 31.97000 214199.00| 35.00000 234500.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 406-05520 27.000 TON | 179.35000 4842.45| 50.00000 1350.00| ASPHALT FOR TACK COAT | | | 0011 610-07486 170.000 TON | 62.00000 10540.00| 90.00000 15300.00| HMA FOR APPROACHES, TYPE A | | | 0012 615-06520 12.000 EACH| 283.11000 3397.32| 150.00000 1800.00| MONUMENT, RE-ESTABLISH | | | 0013 715-05756 3.000 LFT | 235.60000 706.80| 300.00000 900.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0014 801-06203 3030.000 LFT | 0.12000 363.60| 0.20000 606.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,121,541.36 ROUTE : 105 CALL ORDER : 560 CONTRACT ID : RS-27070-A COUNTIES : HUNTINGTON LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 3030.000 LFT | 0.72000 2181.60| 0.63000 1908.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 21.000 EACH| 125.00000 2625.00| 75.00000 1575.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 64721.25000 64721.25| 35100.00000 35100.00| MAINTAINING TRAFFIC | | | 0018 808-06712 7246.000 LFT | 0.09000 652.14| 0.10000 724.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 60514.000 LFT | 0.09000 5446.26| 0.10000 6051.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 10815.000 LFT | 0.09000 973.35| 0.10000 1081.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 68.000 LFT | 7.50000 510.00| 7.25000 493.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 378.000 EACH| 2.75000 1039.50| 3.59000 1357.02| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 301-07448 4450.000 TON | 14.41000 64124.50| 12.00000 53400.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 306-08034 2175.000 SYS | 0.01000 21.75| 0.45000 978.75| MILLING, ASPHALT, 1 1/2 IN. | | | SECTION TOTALS | $ 690,157.64| $ 769,267.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 690,157.64| $ 769,267.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 658,126.99 ROUTE : 20 CALL ORDER : 580 CONTRACT ID : RS-27288-A COUNTIES : ELKHART LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 228000T SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 544,806.89 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 581,410.28 106.7185% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 669,648.59 122.9148% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |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 105-07039 5.000 MOS | 1970.00000 9850.00| 1400.00000 7000.00| 1900.00000 9500.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 27500.00000 27500.00| 28900.00000 28900.00| 30700.00000 30700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 748.000 TON | 14.40000 10771.20| 15.00000 11220.00| 15.25000 11407.00 COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07491 100.000 TON | 115.00000 11500.00| 50.00000 5000.00| 100.00000 10000.00 HMA PATCHING, TYPE C | | | 0005 306-08034 59867.000 SYS | 0.34000 20354.78| 0.30000 17960.10| 1.00000 59867.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08041 356.000 SYS | 2.80000 996.80| 2.20000 783.20| 2.00000 712.00 MILLING, CONCRETE PAVEMENT | | | 0007 401-07323 5257.000 TON | 28.13000 147879.41| 34.00000 178738.00| 33.75000 177423.75 QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0008 401-07373 7009.000 TON | 23.85000 167164.65| 28.50000 199756.50| 31.00000 217279.00 QC/QA-HMA, 4, 64, INTERMEDIATE, 12.5 mm | | | 0009 406-05520 33.000 TON | 300.00000 9900.00| 150.00000 4950.00| 100.00000 3300.00 ASPHALT FOR TACK COAT | | | 0010 610-07488 466.000 TON | 67.00000 31222.00| 53.00000 24698.00| 65.00000 30290.00 HMA FOR APPROACHES, TYPE C | | | 0011 612-04315 60.000 TON | 765.00000 45900.00| 765.00000 45900.00| 765.00000 45900.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0012 612-05081 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0013 612-60410 1193.000 EACH| 6.50000 7754.50| 6.50000 7754.50| 6.50000 7754.50 DRILLED HOLE FOR UNDERSEAL | | | 0014 615-06520 3.000 EACH| 260.00000 780.00| 200.00000 600.00| 375.00000 1125.00 MONUMENT, RE-ESTABLISH SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 658,126.99 ROUTE : 20 CALL ORDER : 580 CONTRACT ID : RS-27288-A COUNTIES : ELKHART LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06527 2.000 EACH| 350.00000 700.00| 200.00000 400.00| 500.00000 1000.00 MONUMENT, SECTION CORNER SET | | | 0016 715-02839 68.000 LFT | 123.00000 8364.00| 100.00000 6800.00| 100.00000 6800.00 PIPE, POLYETHYLENE LINER, 24 IN. | | | 0017 801-06203 2446.000 LFT | 0.17000 415.82| 0.60000 1467.60| 0.18000 440.28 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 1223.000 LFT | 1.05000 1284.15| 1.00000 1223.00| 1.00000 1223.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 24.000 EACH| 79.00000 1896.00| 79.00000 1896.00| 79.00000 1896.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 3460.00000 3460.00| 12000.00000 12000.00| 21750.00000 21750.00 MAINTAINING TRAFFIC | | | 0021 808-06703 1322.000 LFT | 0.29000 383.38| 0.29000 383.38| 0.33000 436.26 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0022 808-06713 24456.000 LFT | 0.10000 2445.60| 0.10000 2445.60| 0.12000 2934.72 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-75240 915.000 LFT | 0.29000 265.35| 0.29000 265.35| 0.33000 301.95 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0024 808-75245 12850.000 LFT | 0.29000 3726.50| 0.29000 3726.50| 0.33000 4240.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0025 808-75274 5050.000 LFT | 1.00000 5050.00| 1.00000 5050.00| 1.32000 6666.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0026 808-75278 356.000 LFT | 1.50000 534.00| 1.50000 534.00| 1.98000 704.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0027 808-75320 7.000 EACH| 60.00000 420.00| 60.00000 420.00| 56.00000 392.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 7.000 EACH| 80.00000 560.00| 80.00000 560.00| 78.00000 546.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 425.000 EACH| 6.75000 2868.75| 3.00000 1275.00| 3.00000 1275.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 425.000 EACH| 18.00000 7650.00| 18.00000 7650.00| 20.25000 8606.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0031 306-08043 5355.000 SYS | 2.00000 10710.00| 0.01000 53.55| 0.50000 2677.50 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 658,126.99 ROUTE : 20 CALL ORDER : 580 CONTRACT ID : RS-27288-A COUNTIES : ELKHART LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 544,806.89| $ 581,410.28| $ 669,648.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,806.89| $ 581,410.28| $ 669,648.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,453.32 ROUTE : 25 CALL ORDER : 590 CONTRACT ID : RS-27291-A COUNTIES : MONTGOMERY LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 28 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 355400E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 605,179.83 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 617,495.94 102.0351% ==================================================================================================================================== |(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| 1058.20000 1058.20| 2982.36000 2982.36| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2180.03000 13080.18| 1973.19000 11839.14| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 26771.15000 26771.15| 30874.79000 30874.79| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 4.000 EACH| 125.00000 500.00| 630.66000 2522.64| GUARD RAIL END TREATMENT, REMOVE | | | 0005 303-07449 1200.000 TON | 16.05000 19260.00| 26.34000 31608.00| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07490 200.000 TON | 78.05000 15610.00| 138.02000 27604.00| HMA PATCHING, TYPE B | | | 0007 306-08034 6000.000 SYS | 0.93000 5580.00| 1.31000 7860.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-06264 LUMP| 4507.06000 4507.06| 1457.86000 1457.86| PROFILOGRAPH, HMA | | | 0009 401-07321 4720.000 TON | 34.61000 163359.20| 33.92000 160102.40| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07371 6531.000 TON | 32.79000 214151.49| 31.78000 207555.18| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0011 402-07451 250.000 TON | 61.64000 15410.00| 45.60000 11400.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 404-05514 9324.000 SYS | 2.98000 27785.52| 1.97000 18368.28| SEAL COAT, 5 | | | 0013 406-05520 27.000 TON | 177.99000 4805.73| 244.71000 6607.17| ASPHALT FOR TACK COAT | | | 0014 601-94689 4.000 EACH| 2350.00000 9400.00| 2628.58000 10514.32| GUARDRAIL END TREATMENT, OS | | | 0015 610-07487 417.000 TON | 89.71000 37409.07| 76.38000 31850.46| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,453.32 ROUTE : 25 CALL ORDER : 590 CONTRACT ID : RS-27291-A COUNTIES : MONTGOMERY LETTING DATE : 11/18/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 2322.000 LFT | 0.95000 2205.90| 0.98000 2275.56| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 2266.000 LFT | 1.05000 2379.30| 1.32000 2991.12| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 20.000 EACH| 89.00000 1780.00| 64.00000 1280.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 20014.52000 20014.52| 27760.98000 27760.98| MAINTAINING TRAFFIC | | | 0020 808-06703 44844.000 LFT | 0.24000 10762.56| 0.24000 10762.56| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0021 808-75240 3973.000 LFT | 0.24000 953.52| 0.24000 953.52| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0022 808-75245 20371.000 LFT | 0.24000 4889.04| 0.24000 4889.04| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75297 36.000 LFT | 10.74000 386.64| 10.00000 360.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 441.000 EACH| 4.75000 2094.75| 4.16000 1834.56| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-97323 216.000 LFT | 4.75000 1026.00| 5.75000 1242.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 605,179.83| $ 617,495.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 605,179.83| $ 617,495.94| ====================================================================================================================================