INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0372018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-1894432 IAFRATE, ANGELO CONSTRUCTION IRREGULAR BID $ 1,897,485.15 100.0000% 2 35-1698047 GRADEX, INC. AWARD $ 1,916,737.29 101.0146% 3 35-1875662 CRIDER & CRIDER, INC. $ 1,964,044.15 103.5077% 4 35-1111003 WHITE CONSTRUCTION, INC. $ 2,395,301.92 126.2356% ==================================================================================================================================== |(1) 38-1894432 |(2) 35-1698047 |(3) 35-1875662 |IAFRATE, ANGELO CONSTRUCTION|GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| 1800.00000 32400.00| 1350.00000 24300.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92500.00000 92500.00| 90000.00000 90000.00| 95000.00000 95000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 38000.00000 38000.00 CLEARING RIGHT OF WAY | | | 0005 202-93615 8341.000 m2 | 4.00000 33364.00| 6.50000 54216.50| 3.50000 29193.50 CONCRETE, REMOVE | | | 0006 203-02000 42600.000 m3 | 5.50000 234300.00| 5.90000 251340.00| 6.70000 285420.00 EXCAVATION, COMMON | | | 0007 203-02070 59420.000 m3 | 6.25000 371375.00| 5.90000 350578.00| 5.70000 338694.00 BORROW | | | 0008 203-06499 7690.000 m2 | 2.50000 19225.00| 6.50000 49985.00| 4.50000 34605.00 SUBGRADE TREATMENT | | | 0009 205-06931 173.000 Mg | 60.00000 10380.00| 21.00000 3633.00| 25.00000 4325.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 177.000 Mg | 40.00000 7080.00| 21.00000 3717.00| 50.00000 8850.00 TEMPORARY SEDIMENT TRAP | | | 0011 211-02050 5100.000 m3 | 15.00000 76500.00| 20.00000 102000.00| 10.00000 51000.00 B BORROW | | | 0012 211-02060 2355.000 m3 | 20.00000 47100.00| 20.00000 47100.00| 29.00000 68295.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-04075 34.000 Mg | 50.00000 1700.00| 42.00000 1428.00| 27.00000 918.00 COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 3967.000 Mg | 25.00000 99175.00| 17.00000 67439.00| 13.50000 53554.50 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1894432 |(2) 35-1698047 |(3) 35-1875662 |IAFRATE, ANGELO CONSTRUCTION|GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-06264 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0016 402-05468 3046.000 Mg | 43.00000 130978.00| 5.00000 15230.00| 47.00000 143162.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 1524.000 Mg | 42.00000 64008.00| 43.76000 66690.24| 45.00000 68580.00 HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 2207.000 Mg | 45.00000 99315.00| 48.00000 105936.00| 50.00000 110350.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 782.000 Mg | 60.00000 46920.00| 65.27000 51041.14| 67.00000 52394.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 597.000 Mg | 52.00000 31044.00| 55.85000 33342.45| 57.00000 34029.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 3315.000 m2 | 2.00000 6630.00| 2.41000 7989.15| 2.50000 8287.50 SEAL COAT, 2 | | | 0022 405-05517 6.500 Mg | 500.00000 3250.00| 615.00000 3997.50| 630.00000 4095.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 10.500 Mg | 600.00000 6300.00| 712.00000 7476.00| 730.00000 7665.00 ASPHALT FOR TACK COAT | | | 0024 601-01626 1.000 EACH| 1700.00000 1700.00| 1712.00000 1712.00| 1750.00000 1750.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-06037 1.000 EACH| 700.00000 700.00| 642.00000 642.00| 650.00000 650.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 5.000 EACH| 2100.00000 10500.00| 2354.00000 11770.00| 2400.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 596.265 m | 30.00000 17887.95| 33.00000 19676.75| 33.00000 19676.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 113.000 Mg | 150.00000 16950.00| 123.00000 13899.00| 125.00000 14125.00 HMA FOR APPROACHES | | | 0029 611-06497 3.000 EACH| 200.00000 600.00| 171.00000 513.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 35.000 EACH| 100.00000 3500.00| 128.00000 4480.00| 130.00000 4550.00 RIGHT OF WAY MARKER | | | 0031 615-06505 17.000 EACH| 500.00000 8500.00| 471.00000 8007.00| 480.00000 8160.00 MONUMENT, B | | | 0032 615-06510 2.000 EACH| 400.00000 800.00| 375.00000 750.00| 385.00000 770.00 MONUMENT, C | | | 0033 616-02320 3662.000 m2 | 2.00000 7324.00| 1.37000 5016.94| 2.25000 8239.50 GEOTEXTILES | | | 0034 616-06405 2305.000 Mg | 30.00000 69150.00| 22.35000 51516.75| 23.00000 53015.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1894432 |(2) 35-1698047 |(3) 35-1875662 |IAFRATE, ANGELO CONSTRUCTION|GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 1.000 EACH| 500.00000 500.00| 894.00000 894.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 3.500 Mg | 500.00000 1750.00| 647.00000 2264.50| 665.00000 2327.50 FERTILIZER | | | 0037 621-06548 11.000 kg | 40.00000 440.00| 53.00000 583.00| 54.00000 594.00 SEED MIXTURE, CV | | | 0038 621-06553 615.000 kg | 7.00000 4305.00| 6.82000 4194.30| 7.00000 4305.00 SEED MIXTURE, R | | | 0039 621-06557 145.000 kg | 12.00000 1740.00| 8.00000 1160.00| 8.00000 1160.00 SEED MIXTURE, T | | | 0040 621-06565 22.000 Mg | 200.00000 4400.00| 494.00000 10868.00| 500.00000 11000.00 MULCHING MATERIAL | | | 0041 621-06567 254.000 kL | 1.00000 254.00| 0.60000 152.40| 0.60000 152.40 WATER | | | 0042 621-06575 14036.000 m2 | 3.00000 42108.00| 3.94000 55301.84| 3.65000 51231.40 SODDING, NURSERY | | | 0043 715-05019 152.000 m | 200.00000 30400.00| 190.00000 28880.00| 410.00000 62320.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05048 1700.000 m | 10.00000 17000.00| 9.65000 16405.00| 7.00000 11900.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05053 115.000 m | 25.00000 2875.00| 33.00000 3795.00| 35.00000 4025.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0046 715-05128 30.000 m | 700.00000 21000.00| 330.00000 9900.00| 345.00000 10350.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0047 715-05169 73.000 m | 130.00000 9490.00| 96.00000 7008.00| 90.00000 6570.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-06004 2.000 EACH| 750.00000 1500.00| 1860.00000 3720.00| 3000.00000 6000.00 CONCRETE ANCHOR, 1200 mm | | | 0049 715-44276 400.000 m | 25.00000 10000.00| 12.00000 4800.00| 14.00000 5600.00 PIPE, PVC, PERF., 100 mm WITH GEOTEXTILE| | | 0050 715-46005 8.000 EACH| 500.00000 4000.00| 450.00000 3600.00| 300.00000 2400.00 PIPE END SECTION, 375 mm | | | 0051 715-46040 6.000 EACH| 1000.00000 6000.00| 1000.00000 6000.00| 600.00000 3600.00 PIPE END SECTION, 900 mm | | | 0052 718-06529 32.000 EACH| 500.00000 16000.00| 550.00000 17600.00| 750.00000 24000.00 OUTLET PROTECTOR, 2 | | | 0053 718-06531 3.000 EACH| 500.00000 1500.00| 660.00000 1980.00| 1300.00000 3900.00 OUTLET PROTECTOR, 3 | | | 0054 718-06532 1680.000 m | 1.00000 1680.00| 2.50000 4200.00| 1.00000 1680.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1894432 |(2) 35-1698047 |(3) 35-1875662 |IAFRATE, ANGELO CONSTRUCTION|GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 718-52610 340.000 m3 | 35.00000 11900.00| 37.00000 12580.00| 57.00000 19380.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 3130.000 m2 | 2.00000 6260.00| 1.00000 3130.00| 2.00000 6260.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 801-04308 13.000 EACH| 200.00000 2600.00| 615.00000 7995.00| 340.00000 4420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06203 2880.000 m | 1.00000 2880.00| 0.70000 2016.00| 0.33000 950.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06606 34.000 EACH| 150.00000 5100.00| 263.00000 8942.00| 130.00000 4420.00 BARRICADE, IIIB | | | 0060 801-06625 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 38.000 EACH| 150.00000 5700.00| 3160.00000 120080.00| 120.00000 4560.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0064 802-76035 9.960 m2 | 170.00000 1693.20| 152.00000 1513.92| 150.00000 1494.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 808-06703 2535.000 m | 1.00000 2535.00| 1.18000 2991.30| 1.00000 2535.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-75245 1435.000 m | 1.00000 1435.00| 1.18000 1693.30| 1.00000 1435.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75290 92.000 m | 5.00000 460.00| 12.85000 1182.20| 10.00000 920.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0068 808-75297 8.500 m | 10.00000 85.00| 14.00000 119.00| 11.00000 93.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75320 2.000 EACH| 90.00000 180.00| 75.00000 150.00| 53.00000 106.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 1.000 EACH| 130.00000 130.00| 100.00000 100.00| 75.00000 75.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75998 75.000 EACH| 26.00000 1950.00| 32.00000 2400.00| 45.00000 3375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 905.000 m | 4.00000 3620.00| 4.00000 3620.00| 2.20000 1991.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 38-1894432 |(2) 35-1698047 |(3) 35-1875662 |IAFRATE, ANGELO CONSTRUCTION|GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 204-02290 1.000 EACH| 5000.00000 5000.00| 1000.00000 1000.00| 1800.00000 1800.00 SETTLEMENT PLATE | | | 0074 802-05701 64.500 m | 30.00000 1935.00| 2.05000 132.23| 30.00000 1935.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 3.720 m2 | 160.00000 595.20| 161.00000 598.92| 165.00000 613.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 601-94236 2.000 EACH| 750.00000 1500.00| 1285.00000 2570.00| 1300.00000 2600.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0077 601-02206 45.720 m | 40.00000 1828.80| 118.00000 5394.96| 120.00000 5486.40 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | SECTION TOTALS | $ 1,897,485.15| $ 1,916,737.29| $ 1,964,044.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,897,485.15| $ 1,916,737.29| $ 1,964,044.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 114050.00000 114050.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 85000.00000 85000.00| | CLEARING RIGHT OF WAY | | | 0005 202-93615 8341.000 m2 | 6.45000 53799.45| | CONCRETE, REMOVE | | | 0006 203-02000 42600.000 m3 | 8.78000 374028.00| | EXCAVATION, COMMON | | | 0007 203-02070 59420.000 m3 | 8.34000 495562.80| | BORROW | | | 0008 203-06499 7690.000 m2 | 6.00000 46140.00| | SUBGRADE TREATMENT | | | 0009 205-06931 173.000 Mg | 75.00000 12975.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 177.000 Mg | 44.65000 7903.05| | TEMPORARY SEDIMENT TRAP | | | 0011 211-02050 5100.000 m3 | 16.00000 81600.00| | B BORROW | | | 0012 211-02060 2355.000 m3 | 27.16000 63961.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-04075 34.000 Mg | 39.35000 1337.90| | COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 3967.000 Mg | 15.82000 62757.94| | COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 4000.00000 4000.00| | PROFILOGRAPH, HMA | | | 0016 402-05468 3046.000 Mg | 42.60000 129759.60| | HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 1524.000 Mg | 40.90000 62331.60| | HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 2207.000 Mg | 44.90000 99094.30| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 782.000 Mg | 61.00000 47702.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 597.000 Mg | 52.20000 31163.40| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 3315.000 m2 | 2.25000 7458.75| | SEAL COAT, 2 | | | 0022 405-05517 6.500 Mg | 575.00000 3737.50| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 10.500 Mg | 665.00000 6982.50| | ASPHALT FOR TACK COAT | | | 0024 601-01626 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-06037 1.000 EACH| 650.00000 650.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-94689 5.000 EACH| 2150.00000 10750.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 596.265 m | 32.00000 19080.48| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 113.000 Mg | 115.00000 12995.00| | HMA FOR APPROACHES | | | 0029 611-06497 3.000 EACH| 155.00000 465.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 35.000 EACH| 115.00000 4025.00| | RIGHT OF WAY MARKER | | | 0031 615-06505 17.000 EACH| 465.00000 7905.00| | MONUMENT, B | | | 0032 615-06510 2.000 EACH| 450.00000 900.00| | MONUMENT, C | | | 0033 616-02320 3662.000 m2 | 3.20000 11718.40| | GEOTEXTILES | | | 0034 616-06405 2305.000 Mg | 23.50000 54167.50| | RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 900.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 3.500 Mg | 650.00000 2275.00| | FERTILIZER | | | 0037 621-06548 11.000 kg | 53.00000 583.00| | SEED MIXTURE, CV | | | 0038 621-06553 615.000 kg | 6.85000 4212.75| | SEED MIXTURE, R | | | 0039 621-06557 145.000 kg | 7.90000 1145.50| | SEED MIXTURE, T | | | 0040 621-06565 22.000 Mg | 495.00000 10890.00| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06567 254.000 kL | 0.60000 152.40| | WATER | | | 0042 621-06575 14036.000 m2 | 3.55000 49827.80| | SODDING, NURSERY | | | 0043 715-05019 152.000 m | 775.00000 117800.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05048 1700.000 m | 13.52000 22984.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05053 115.000 m | 36.42000 4188.30| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0046 715-05128 30.000 m | 507.00000 15210.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0047 715-05169 73.000 m | 108.00000 7884.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-06004 2.000 EACH| 2500.00000 5000.00| | CONCRETE ANCHOR, 1200 mm | | | 0049 715-44276 400.000 m | 18.00000 7200.00| | PIPE, PVC, PERF., 100 mm WITH GEOTEXTILE| | | 0050 715-46005 8.000 EACH| 155.00000 1240.00| | PIPE END SECTION, 375 mm | | | 0051 715-46040 6.000 EACH| 1435.00000 8610.00| | PIPE END SECTION, 900 mm | | | 0052 718-06529 32.000 EACH| 405.00000 12960.00| | OUTLET PROTECTOR, 2 | | | 0053 718-06531 3.000 EACH| 390.00000 1170.00| | OUTLET PROTECTOR, 3 | | | 0054 718-06532 1680.000 m | 3.30000 5544.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 340.000 m3 | 34.00000 11560.00| | AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 3130.000 m2 | 1.75000 5477.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0057 801-04308 13.000 EACH| 625.00000 8125.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06203 2880.000 m | 0.70000 2016.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06606 34.000 EACH| 275.00000 9350.00| | BARRICADE, IIIB | | | 0060 801-06625 24.000 EACH| 100.00000 2400.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 38.000 EACH| 320.00000 12160.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,768,251.87 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -23896-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06775 LUMP| 72000.00000 72000.00| | MAINTAINING TRAFFIC | | | 0064 802-76035 9.960 m2 | 180.00000 1792.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 808-06703 2535.000 m | 1.20000 3042.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-75245 1435.000 m | 1.20000 1722.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75290 92.000 m | 13.00000 1196.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0068 808-75297 8.500 m | 14.00000 119.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75320 2.000 EACH| 75.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 1.000 EACH| 105.00000 105.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75998 75.000 EACH| 33.00000 2475.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 905.000 m | 4.10000 3710.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0073 204-02290 1.000 EACH| 700.00000 700.00| | SETTLEMENT PLATE | | | 0074 802-05701 64.500 m | 30.00000 1935.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 3.720 m2 | 175.00000 651.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 601-94236 2.000 EACH| 800.00000 1600.00| | TEMPORARY GUARDRAIL END TREATMENT, I | | | 0077 601-02206 45.720 m | 120.00000 5486.40| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | SECTION TOTALS | $ 2,395,301.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,395,301.92| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6501165 0651165 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,277,390.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,443,122.34 105.0568% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 9.000 MOS | 1100.00000 9900.00| 900.00000 8100.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 167097.60000 167097.60| 170000.00000 170000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 68000.00000 68000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 652.000 m2 | 26.00000 16952.00| 8.50000 5542.00| PAVEMENT, REMOVE | | | 0006 202-02241 445.100 m | 9.50000 4228.45| 10.00000 4451.00| GUARDRAIL, REMOVE | | | 0007 202-02859 1.000 EACH| 500.00000 500.00| 1800.00000 1800.00| GRATED BOX END SECTION, REMOVE | | | 0008 202-51328 LUMP| 65000.00000 65000.00| 119000.00000 119000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 1012.000 m2 | 7.00000 7084.00| 10.00000 10120.00| BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 282872.000 m2 | 0.25000 70718.00| 0.40000 113148.80| SURFACE MILLING, ASPHALT | | | 0011 202-91385 5.000 EACH| 400.00000 2000.00| 500.00000 2500.00| INLET, REMOVE | | | 0012 202-93741 26.000 EACH| 365.00000 9490.00| 400.00000 10400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-99383 30.000 m | 120.00000 3600.00| 52.00000 1560.00| TERMINAL JOINT, REMOVE | | | 0015 203-06828 35.000 EACH| 250.00000 8750.00| 1400.00000 49000.00| EROSION CORRECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-02229 26.500 m | 15.70000 416.05| 17.00000 450.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02231 9.000 m | 50.00000 450.00| 240.00000 2160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0018 205-02234 4.000 EACH| 85.00000 340.00| 92.00000 368.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 3.000 EACH| 80.00000 240.00| 85.00000 255.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 211-02060 1.500 m3 | 215.00000 322.50| 185.00000 277.50| B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 1.100 m3 | 900.00000 990.00| 685.00000 753.50| FLOWABLE MORTAR | | | 0022 303-52308 176.000 Mg | 35.00000 6160.00| 30.00000 5280.00| COMPACTED AGGREGATE, O, 53 | | | 0023 304-06464 220.000 m3 | 35.00000 7700.00| 32.00000 7040.00| SUBBASE FOR PCCP | | | 0024 305-05204 1350.000 Mg | 52.00000 70200.00| 60.00000 81000.00| HMA FOR PATCHING | | | 0025 401-05456 31000.000 Mg | 46.00000 1426000.00| 45.00000 1395000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , SMA| | | 0026 401-05467 1812.900 m | 0.50000 906.45| 1.00000 1812.90| MILLED HMA CORRUGATIONS | | | 0027 402-05474 496.000 Mg | 34.00000 16864.00| 48.00000 23808.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 406-05520 78.000 Mg | 190.00000 14820.00| 120.00000 9360.00| ASPHALT FOR TACK COAT | | | 0029 502-06327 176.000 m2 | 80.00000 14080.00| 68.00000 11968.00| PCCP, 250 mm | | | 0030 503-05310 30.000 m | 530.00000 15900.00| 435.00000 13050.00| TERMINAL JOINT | | | 0031 506-06333 1500.000 m2 | 145.00000 217500.00| 100.00000 150000.00| PCCP PATCHING, FULL DEPTH | | | 0032 601-01522 6.000 EACH| 1175.00000 7050.00| 1300.00000 7800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-02297 1.000 EACH| 1450.00000 1450.00| 1550.00000 1550.00| IMPACT ATTENUATOR, RESET , CAT | | | 0034 601-03464 2.000 EACH| 45.00000 90.00| 50.00000 100.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-06035 30.480 m | 31.50000 960.12| 34.00000 1036.32| GUARDRAIL, RESET | | | 0036 601-91147 2.000 EACH| 1400.00000 2800.00| 1500.00000 3000.00| GUARDRAIL END TREATMENT, RESET | | | 0037 601-94689 24.000 EACH| 2015.00000 48360.00| 2200.00000 52800.00| GUARDRAIL END TREATMENT, OS | | | 0038 601-94690 2.000 EACH| 3025.00000 6050.00| 3250.00000 6500.00| GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 116.205 m | 29.20000 3393.19| 32.00000 3718.56| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 601-99108 175.260 m | 42.90000 7518.65| 46.00000 8061.96| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0041 601-99132 3.000 EACH| 60.00000 180.00| 65.00000 195.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0042 602-06639 439.000 m | 115.00000 50485.00| 70.00000 30730.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06729 40.000 EACH| 8.50000 340.00| 9.00000 360.00| BARRIER DELINEATOR | | | 0044 610-05527 269.000 Mg | 35.00000 9415.00| 75.00000 20175.00| HMA FOR APPROACHES | | | 0046 616-02320 3417.000 m2 | 1.30000 4442.10| 1.50000 5125.50| GEOTEXTILES | | | 0047 616-05688 11.000 Mg | 44.00000 484.00| 115.00000 1265.00| RIPRAP, CLASS 1 | | | 0048 616-06405 88.000 Mg | 21.00000 1848.00| 54.00000 4752.00| RIPRAP, REVETMENT | | | 0049 616-06451 1620.500 Mg | 16.00000 25928.00| 29.00000 46994.50| RIPRAP, UNIFORM | | | 0050 621-01004 1.000 EACH| 565.00000 565.00| 600.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06559 3500.000 m2 | 0.56000 1960.00| 0.80000 2800.00| MULCHED SEEDING, R | | | 0052 621-06567 5.000 kL | 1.00000 5.00| 1.00000 5.00| WATER | | | 0053 621-06574 79.000 m2 | 3.65000 288.35| 4.00000 316.00| SODDING | | | 0054 621-06575 290.000 m2 | 3.65000 1058.50| 4.00000 1160.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 702-51005 59.600 m3 | 900.00000 53640.00| 985.00000 58706.00| CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51863 360.000 EACH| 11.00000 3960.00| 10.00000 3600.00| FIELD DRILLED HOLE IN CONCRETE | | | 0057 703-51030 9302.000 kg | 1.75000 16278.50| 1.60000 14883.20| REINFORCING STEEL | | | 0058 703-51032 7918.000 kg | 2.00000 15836.00| 1.90000 15044.20| REINFORCING STEEL, EPOXY COATED | | | 0059 703-97936 192.000 EACH| 15.00000 2880.00| 15.00000 2880.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0060 706-05732 8.000 EACH| 1200.00000 9600.00| 2000.00000 16000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0061 706-51020 40.000 m3 | 300.00000 12000.00| 5.00000 200.00| CONCRETE, C, RAILING | | | 0062 708-51813 50.000 m2 | 390.00000 19500.00| 420.00000 21000.00| PNEUMATICALLY PLACED MORTAR | | | 0063 709-51821 LUMP| 3330.00000 3330.00| 1425.00000 1425.00| SURFACE SEAL | | | 0064 711-51878 LUMP| 90000.00000 90000.00| 93000.00000 93000.00| JACKING AND SUPPORTING GIRDERS | | | 0065 715-01354 55.000 m | 82.00000 4510.00| 95.00000 5225.00| CLEAN EXISTING PIPE | | | 0066 715-02397 1.000 EACH| 1120.00000 1120.00| 1850.00000 1850.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0067 715-02979 24.500 m | 90.00000 2205.00| 140.00000 3430.00| PIPE, POLYETHYLENE LINER, 300 mm | | | 0068 715-03293 75.000 m | 460.00000 34500.00| 450.00000 33750.00| PIPE, POLYETHYLENE LINER, 1200 mm | | | 0069 715-04844 1.000 EACH| 500.00000 500.00| 2600.00000 2600.00| GRATED BOX END SECTION, RESET | | | 0070 715-04857 3.000 EACH| 530.00000 1590.00| 985.00000 2955.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0071 715-04857 1.000 EACH| 830.00000 830.00| 1300.00000 1300.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0072 715-04857 1.000 EACH| 450.00000 450.00| 925.00000 925.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0073 715-04857 1.000 EACH| 1100.00000 1100.00| 1600.00000 1600.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0074 715-05053 1.800 m | 255.00000 459.00| 175.00000 315.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0075 715-05595 7.500 m | 170.00000 1275.00| 365.00000 2737.50| PIPE EXTENSION, CIRCULAR, 375 mm RCP, | | | III, D0.3=75 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05596 1.200 m | 280.00000 336.00| 1475.00000 1770.00| PIPE EXTENSION, CIRCULAR, 450 mm RCP, | | | III, DO.3=75 | | | 0077 715-05597 11.400 m | 300.00000 3420.00| 500.00000 5700.00| PIPE EXTENSION, CIRCULAR, 600 mm FBBCSP,| | | 2.01mm | | | 0078 715-05756 3.600 m | 170.00000 612.00| 700.00000 2520.00| PIPE EXTENSION, CIRCULAR, 300 mm CSP, | | | 2.01mm | | | 0079 715-05756 0.900 m | 290.00000 261.00| 1900.00000 1710.00| PIPE EXTENSION, CIRCULAR, 300 mm FBBCSP,| | | 2.01mm | | | 0080 715-05889 2.400 m | 435.00000 1044.00| 1150.00000 2760.00| PIPE EXTENSION, CIRCULAR, 750 mm FBBCSP,| | | 2.01mm | | | 0081 715-05891 2.500 m | 890.00000 2225.00| 2900.00000 7250.00| PIPE EXTENSION, DEFORMED STRUCTURAL | | | PLATE, 4.28 mm T.S. & 5.54 mm B, 3205 mm| | | 0082 715-05909 85.000 m | 600.00000 51000.00| 470.00000 39950.00| PIPE, POLYETHYLENE LINER, 1350 mm | | | 0083 715-06818 46.500 m | 460.00000 21390.00| 480.00000 22320.00| PIPE, POLYETHYLENE LINER, MII. AREA | | | 0.42 m2 | | | 0084 715-06819 51.500 m | 820.00000 42230.00| 850.00000 43775.00| PIPE, POLYETHYLENE LINER, MIN. AREA | | | 1.08 m2 | | | 0085 715-06820 1.200 m | 350.00000 420.00| 1900.00000 2280.00| PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.27 m2 FBBCSPA, 2.01 mm | | | 0086 715-06821 2.000 EACH| 540.00000 1080.00| 950.00000 1900.00| SAFETYMETAL END SECTION, 4:1, MIN. AREA | | | 0.27 m2 | | | 0087 715-06822 1.000 EACH| 1070.00000 1070.00| 2400.00000 2400.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | 0088 715-06823 3.000 m | 165.00000 495.00| 900.00000 2700.00| PIPE, RELAID, MIN. AREA 0.42 m2 | | | 0089 715-06825 1.000 EACH| 3100.00000 3100.00| 7200.00000 7200.00| CONCRETE ANCHOR 3205 mm | | | 0090 715-26770 2.000 EACH| 3120.00000 6240.00| 4900.00000 9800.00| GRATED BOX END SECTION, I, 3:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 715-26808 1.000 EACH| 3600.00000 3600.00| 5700.00000 5700.00| GRATED BOX END SECTION, I, 4:1, 700 mm | | | x 500 mm | | | 0092 715-46000 13.000 EACH| 155.00000 2015.00| 250.00000 3250.00| PIPE END SECTION, 300 mm | | | 0093 715-46005 1.000 EACH| 170.00000 170.00| 325.00000 325.00| PIPE END SECTION, 375 mm | | | 0094 715-46010 2.000 EACH| 230.00000 460.00| 350.00000 700.00| PIPE END SECTION, 450 mm | | | 0095 715-46020 2.000 EACH| 320.00000 640.00| 375.00000 750.00| PIPE END SECTION, 600 mm | | | 0096 715-90588 10.000 m | 165.00000 1650.00| 195.00000 1950.00| PIPE, RELAID, 300 mm | | | 0097 715-95325 80.000 m | 150.00000 12000.00| 150.00000 12000.00| INVERT, CONCRETE PAVED | | | 0098 715-97689 1.000 EACH| 3440.00000 3440.00| 5300.00000 5300.00| GRATED BOX END SECTION, I, 3:1, 750 mm | | | 0099 715-97691 1.000 EACH| 4475.00000 4475.00| 5500.00000 5500.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0100 715-98938 1.200 m | 235.00000 282.00| 900.00000 1080.00| PIPE, RELAID, 600 mm | | | 0101 716-06824 134.500 m | 400.00000 53800.00| 365.00000 49092.50| PIPE, JACKED, CIRCULAR, STEEL, 300 mm | | | 0102 720-03129 1.000 EACH| 770.00000 770.00| 800.00000 800.00| INLET AND CASTING, RESET | | | 0103 720-44296 2.000 EACH| 770.00000 1540.00| 500.00000 1000.00| CAP INLET | | | 0104 720-45030 1.000 EACH| 1050.00000 1050.00| 1100.00000 1100.00| INLET, E7 | | | 0105 720-45070 5.000 EACH| 2250.00000 11250.00| 1900.00000 9500.00| INLET, P12A | | | 0106 722-51842 1012.000 m2 | 70.00000 70840.00| 85.00000 86020.00| BRIDGE DECK OVERLAY | | | 0107 722-51846 12.900 m3 | 395.00000 5095.50| 395.00000 5095.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0108 722-51852 200.000 m2 | 115.00000 23000.00| 90.00000 18000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0109 722-60824 1012.000 m2 | 4.00000 4048.00| 6.50000 6578.00| SURFACE MILLING | | | 0110 724-03276 57.600 m | 200.00000 11520.00| 200.00000 11520.00| EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-01093 15.000 EACH| 525.00000 7875.00| 400.00000 6000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0112 801-06203 300.000 m | 0.50000 150.00| 1.30000 390.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0113 801-06207 8236.000 m | 2.50000 20590.00| 2.50000 20590.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0114 801-06208 1311.000 m | 2.80000 3670.80| 3.00000 3933.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0115 801-06640 67.000 EACH| 100.00000 6700.00| 87.00000 5829.00| CONSTRUCTION SIGN, A | | | 0116 801-06645 3.000 EACH| 50.00000 150.00| 46.00000 138.00| CONSTRUCTION SIGN, B | | | 0117 801-06710 175.000 DAY | 14.00000 2450.00| 13.00000 2275.00| FLASHING ARROW SIGN | | | 0118 801-06775 LUMP| 30000.00000 30000.00| 49000.00000 49000.00| MAINTAINING TRAFFIC | | | 0119 801-09133 4.000 EACH| 5500.00000 22000.00| 6750.00000 27000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0120 804-06770 14.000 EACH| 17.00000 238.00| 18.00000 252.00| DELINEATOR POST | | | 0121 804-06771 580.000 EACH| 21.50000 12470.00| 23.00000 13340.00| DELINEATOR POST, FLEXIBLE | | | 0122 808-06702 8340.000 m | 1.00000 8340.00| 1.00000 8340.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0123 808-06703 33456.000 m | 0.73000 24422.88| 0.80000 26764.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0124 808-06705 1256.000 m | 2.00000 2512.00| 2.00000 2512.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0125 808-06716 1112.000 m | 1.00000 1112.00| 2.00000 2224.00| LINE, REMOVE | | | 0126 808-75245 33547.000 m | 0.73000 24489.31| 0.80000 26837.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0127 808-75272 179.000 m | 10.00000 1790.00| 11.00000 1969.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,533,843.49 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -25253-A COUNTIES : CLARK LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-75996 1717.000 EACH| 5.65000 9701.05| 6.00000 10302.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0129 808-75998 1717.000 EACH| 21.00000 36057.00| 22.00000 37774.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0130 401-06264 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0131 801-06198 50.000 DAY | 350.00000 17500.00| 300.00000 15000.00| PATROLLER | | | 0132 610-06262 496.000 m2 | 85.00000 42160.00| 80.00000 39680.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | SECTION TOTALS | $ 3,277,390.00| $ 3,443,122.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,277,390.00| $ 3,443,122.34| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0761033 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,744,689.63 100.0000% 2 35-1698047 GRADEX, INC. $ 1,857,889.31 106.4882% 3 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,861,896.47 106.7179% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 2,172,791.48 124.5374% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 38-1894432 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1695.00000 16950.00| 1800.00000 18000.00| 1500.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 49245.00000 49245.00| 60000.00000 60000.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 87077.00000 87077.00| 92800.00000 92800.00| 97500.00000 97500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 52176.00000 52176.00| 40000.00000 40000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 25000.00000 25000.00| 36000.00000 36000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | (ABUTMENTS) | | | 0006 202-60820 12626.210 m2 | 0.90000 11363.59| 1.18000 14898.93| 2.50000 31565.53 SURFACE MILLING, ASPHALT | | | 0007 203-02000 28707.000 m3 | 9.45000 271281.15| 7.35000 210996.45| 6.50000 186595.50 EXCAVATION, COMMON | | | 0008 205-02224 1645.000 m | 5.40000 8883.00| 5.26000 8652.70| 5.00000 8225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 52.800 m | 8.00000 422.40| 10.05000 530.64| 10.00000 528.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 231.600 m | 45.00000 10422.00| 50.00000 11580.00| 20.00000 4632.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02232 420.000 m3 | 25.00000 10500.00| 6.30000 2646.00| 25.00000 10500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 38-1894432 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 6.000 EACH| 62.00000 372.00| 65.00000 390.00| 60.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02770 22730.000 m2 | 1.80000 40914.00| 1.92000 43641.60| 2.00000 45460.00 EROSION CONTROL BLANKET | | | 0014 211-02060 104.110 m3 | 18.00000 1873.98| 34.20000 3560.56| 25.00000 2602.75 B BORROW FOR STRUCTURE BACKFILL | | | 0015 214-05861 23254.000 m3 | 4.50000 104643.00| 7.30000 169754.20| 7.00000 162778.00 EXCAVATION FOR DETENTION POND | | | 0016 214-05862 LUMP| 59995.00000 59995.00| 24000.00000 24000.00| 10000.00000 10000.00 LINER FOR RETENTION POND | | | 0017 303-04075 12.350 Mg | 35.00000 432.25| 42.00000 518.70| 100.00000 1235.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 9207.900 Mg | 14.80000 136276.92| 15.50000 142722.45| 20.00000 184158.00 COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 737.020 Mg | 21.00000 15477.42| 18.10000 13340.06| 16.00000 11792.32 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 305-05204 26.360 Mg | 120.00000 3163.20| 187.25000 4935.91| 200.00000 5272.00 HMA FOR PATCHING | | | 0021 401-05455 4073.090 Mg | 44.85000 182678.09| 49.22000 200477.49| 50.00000 203654.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 1810.270 Mg | 49.70000 89970.42| 57.78000 104597.40| 57.00000 103185.39 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-06264 LUMP| 2500.00000 2500.00| 4300.00000 4300.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0024 402-05468 5550.200 Mg | 41.95000 232830.89| 42.80000 237548.56| 42.00000 233108.40 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05481 1535.400 Mg | 46.00000 70628.40| 47.35000 72701.19| 47.00000 72163.80 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 8361.000 m2 | 1.75000 14631.75| 2.09000 17474.49| 2.00000 16722.00 SEAL COAT, 2 | | | 0027 405-05517 18.140 Mg | 395.00000 7165.30| 562.00000 10194.68| 560.00000 10158.40 ASPHALT FOR PRIME COAT | | | 0028 406-05520 49.240 Mg | 295.00000 14525.80| 321.00000 15806.04| 320.00000 15756.80 ASPHALT FOR TACK COAT | | | 0029 601-99105 12.000 m | 365.00000 4380.00| 375.00000 4500.00| 70.00000 840.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-06040 821.300 m | 11.55000 9486.02| 12.00000 9855.60| 17.00000 13962.10 FENCE, FARM FIELD, 1190 mm | | | 0031 610-05527 427.750 Mg | 78.00000 33364.50| 83.46000 35700.02| 105.00000 44913.75 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 38-1894432 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06490 39.000 EACH| 125.00000 4875.00| 128.00000 4992.00| 115.00000 4485.00 RIGHT OF WAY MARKER | | | 0033 615-06505 20.000 EACH| 425.00000 8500.00| 428.00000 8560.00| 600.00000 12000.00 MONUMENT, B | | | 0034 615-06510 7.000 EACH| 315.00000 2205.00| 321.00000 2247.00| 450.00000 3150.00 MONUMENT, C | | | 0035 616-02320 2208.580 m2 | 1.50000 3312.87| 1.32000 2915.33| 2.00000 4417.16 GEOTEXTILES | | | 0036 616-06396 1058.220 Mg | 20.95000 22169.71| 22.44000 23746.46| 30.00000 31746.60 RIPRAP | | | 0037 621-01004 1.000 EACH| 425.00000 425.00| 830.00000 830.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06553 1220.670 kg | 6.25000 7629.19| 6.20000 7568.15| 6.00000 7324.02 SEED MIXTURE, R | | | 0040 621-06565 41.000 Mg | 420.00000 17220.00| 448.00000 18368.00| 440.00000 18040.00 MULCHING MATERIAL | | | 0041 621-06570 560.000 m3 | 22.00000 12320.00| 10.00000 5600.00| 20.00000 11200.00 TOP SOIL | | | 0042 621-06574 3374.400 m2 | 3.60000 12147.84| 3.57000 12046.61| 3.50000 11810.40 SODDING | | | 0043 715-05019 39.000 m | 165.00000 6435.00| 208.00000 8112.00| 200.00000 7800.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05119 20.000 m | 77.00000 1540.00| 147.00000 2940.00| 125.00000 2500.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0045 715-05123 30.000 m | 125.00000 3750.00| 198.00000 5940.00| 160.00000 4800.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-05169 57.000 m | 80.00000 4560.00| 107.00000 6099.00| 105.00000 5985.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 8.000 EACH| 285.00000 2280.00| 517.00000 4136.00| 500.00000 4000.00 PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 615.00000 1230.00| 630.00000 1260.00| 700.00000 1400.00 PIPE END SECTION, 600 mm | | | 0049 715-46040 2.000 EACH| 1075.00000 2150.00| 1085.00000 2170.00| 1000.00000 2000.00 PIPE END SECTION, 900 mm | | | 0050 801-03290 1.000 EACH| 135.00000 135.00| 316.00000 316.00| 150.00000 150.00 CONSTRUCTION SIGN, C | | | 0051 801-04308 9.000 EACH| 252.00000 2268.00| 445.00000 4005.00| 500.00000 4500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06203 3220.000 m | 0.40000 1288.00| 0.45000 1449.00| 1.00000 3220.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 38-1894432 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06207 3220.000 m | 3.20000 10304.00| 3.32000 10690.40| 3.00000 9660.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06606 11.000 EACH| 99.75000 1097.25| 210.00000 2310.00| 210.00000 2310.00 BARRICADE, IIIB | | | 0055 801-06625 23.000 EACH| 99.75000 2294.25| 165.00000 3795.00| 100.00000 2300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 27.000 EACH| 84.00000 2268.00| 188.00000 5076.00| 160.00000 4320.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 23895.00000 23895.00| 78000.00000 78000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0058 802-05701 92.200 m | 35.00000 3227.00| 35.65000 3286.93| 37.00000 3411.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 14.070 m2 | 175.00000 2462.25| 170.00000 2391.90| 230.00000 3236.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS 170.41 | | | 0060 802-76035 2.430 m2 | 150.00000 364.50| 152.00000 369.36| 165.00000 400.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06713 6057.000 m | 0.25000 1514.25| 0.27000 1635.39| 0.40000 2422.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 2594.000 m | 0.25000 648.50| 0.27000 700.38| 0.20000 518.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 808-06726 90.000 m | 2.00000 180.00| 5.35000 481.50| 7.00000 630.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0064 808-75245 3210.000 m | 1.10000 3531.00| 1.18000 3787.80| 1.00000 3210.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75996 142.000 EACH| 5.45000 773.90| 10.20000 1448.40| 22.00000 3124.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 142.000 EACH| 27.80000 3947.60| 31.00000 4402.00| 22.00000 3124.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 802-07125 1.200 m2 | 570.00000 684.00| 580.00000 696.00| 950.00000 1140.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0068 621-06545 5.782 Mg | 420.00000 2428.44| 587.00000 3394.03| 500.00000 2891.00 FERTILIZER | | | SECTION TOTALS | $ 1,744,689.63| $ 1,857,889.31| $ 1,861,896.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,744,689.63| $ 1,857,889.31| $ 1,861,896.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 70000.00000 70000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 107000.00000 107000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 28000.00000 28000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | (ABUTMENTS) | | | 0006 202-60820 12626.210 m2 | 0.80000 10100.97| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 28707.000 m3 | 10.80000 310035.60| | EXCAVATION, COMMON | | | 0008 205-02224 1645.000 m | 5.40000 8883.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 52.800 m | 10.35000 546.48| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 231.600 m | 45.00000 10422.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02232 420.000 m3 | 10.00000 4200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0012 205-02234 6.000 EACH| 66.00000 396.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02770 22730.000 m2 | 1.97000 44778.10| | EROSION CONTROL BLANKET | | | 0014 211-02060 104.110 m3 | 30.00000 3123.30| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 214-05861 23254.000 m3 | 7.00000 162778.00| | EXCAVATION FOR DETENTION POND | | | 0016 214-05862 LUMP| 125000.00000 125000.00| | LINER FOR RETENTION POND | | | 0017 303-04075 12.350 Mg | 30.00000 370.50| | COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 9207.900 Mg | 18.00000 165742.20| | COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 737.020 Mg | 20.00000 14740.40| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 305-05204 26.360 Mg | 200.00000 5272.00| | HMA FOR PATCHING | | | 0021 401-05455 4073.090 Mg | 50.60000 206098.35| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 1810.270 Mg | 59.40000 107530.04| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-06264 LUMP| 4400.00000 4400.00| | PROFILOGRAPH, HMA | | | 0024 402-05468 5550.200 Mg | 44.00000 244208.80| | HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05481 1535.400 Mg | 48.65000 74697.21| | HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 8361.000 m2 | 2.15000 17976.15| | SEAL COAT, 2 | | | 0027 405-05517 18.140 Mg | 577.50000 10475.85| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 49.240 Mg | 330.00000 16249.20| | ASPHALT FOR TACK COAT | | | 0029 601-99105 12.000 m | 75.90000 910.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-06040 821.300 m | 17.95000 14742.34| | FENCE, FARM FIELD, 1190 mm | | | 0031 610-05527 427.750 Mg | 107.80000 46111.45| | HMA FOR APPROACHES | | | 0032 615-06490 39.000 EACH| 124.20000 4843.80| | RIGHT OF WAY MARKER | | | 0033 615-06505 20.000 EACH| 506.00000 10120.00| | MONUMENT, B | | | 0034 615-06510 7.000 EACH| 477.25000 3340.75| | MONUMENT, C | | | 0035 616-02320 2208.580 m2 | 3.50000 7730.03| | GEOTEXTILES | | | 0036 616-06396 1058.220 Mg | 20.00000 21164.40| | RIPRAP | | | 0037 621-01004 1.000 EACH| 852.00000 852.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06553 1220.670 kg | 6.35000 7751.25| | SEED MIXTURE, R | | | 0040 621-06565 41.000 Mg | 461.00000 18901.00| | MULCHING MATERIAL | | | 0041 621-06570 560.000 m3 | 20.00000 11200.00| | TOP SOIL | | | 0042 621-06574 3374.400 m2 | 3.70000 12485.28| | SODDING | | | 0043 715-05019 39.000 m | 147.60000 5756.40| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05119 20.000 m | 50.00000 1000.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0045 715-05123 30.000 m | 115.00000 3450.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-05169 57.000 m | 50.00000 2850.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 8.000 EACH| 250.00000 2000.00| | PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 600 mm | | | 0049 715-46040 2.000 EACH| 550.00000 1100.00| | PIPE END SECTION, 900 mm | | | 0050 801-03290 1.000 EACH| 149.50000 149.50| | CONSTRUCTION SIGN, C | | | 0051 801-04308 9.000 EACH| 276.00000 2484.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06203 3220.000 m | 0.35000 1127.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06207 3220.000 m | 3.68000 11849.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06606 11.000 EACH| 109.25000 1201.75| | BARRICADE, IIIB | | | 0055 801-06625 23.000 EACH| 109.25000 2512.75| | DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 27.000 EACH| 92.00000 2484.00| | CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | 0058 802-05701 92.200 m | 40.40000 3724.88| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,832,277.64 ROUTE : US 36 CALL ORDER : 140 CONTRACT ID : R -25540-A COUNTIES : PARKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 802-76025 14.070 m2 | 250.60000 3525.94| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS 170.41 | | | 0060 802-76035 2.430 m2 | 180.55000 438.74| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06713 6057.000 m | 0.27000 1635.39| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 2594.000 m | 0.27000 700.38| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 808-06726 90.000 m | 2.22000 199.80| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0064 808-75245 3210.000 m | 1.17000 3755.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75996 142.000 EACH| 20.00000 2840.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 142.000 EACH| 30.50000 4331.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 802-07125 1.200 m2 | 1023.50000 1228.20| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0068 621-06545 5.782 Mg | 600.00000 3469.20| | FERTILIZER | | | SECTION TOTALS | $ 2,172,791.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,172,791.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 30 CALL ORDER : 150 CONTRACT ID : R -25552-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,432,898.05 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,918,182.97 133.8673% 3 35-1139301 E & B PAVING, INC. $ 1,964,912.27 137.1285% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 964,877.11 ROUTE : 300 SOUTH CALL ORDER : 160 CONTRACT ID : R -25697-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 569,038.95 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 577,676.49 101.5179% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILTATION | | | 0001 105-01925 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 500.00000 500.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 28800.00000 28800.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 160.000 m | 17.50000 2800.00| 17.50000 2800.00| GUARDRAIL, REMOVE | | | 0006 202-60820 2815.000 m2 | 2.50000 7037.50| 3.00000 8445.00| SURFACE MILLING, ASPHALT | | | 0007 202-74045 30.000 EACH| 49.00000 1470.00| 50.00000 1500.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 203-02070 100.000 m3 | 30.00000 3000.00| 10.00000 1000.00| BORROW | | | 0009 203-02080 7.361 km | 1300.00000 9569.30| 120.00000 883.32| LINEAR GRADING | | | 0010 303-60905 2750.000 Mg | 20.00000 55000.00| 13.00000 35750.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 , | | | SIZE NO. 73 | | | 0011 305-05204 175.000 Mg | 41.50000 7262.50| 28.00000 4900.00| HMA FOR PATCHING | | | 0012 402-05474 6500.000 Mg | 25.90000 168350.00| 28.00000 182000.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 4750.000 Mg | 29.70000 141075.00| 33.60000 159600.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 500.000 Mg | 26.50000 13250.00| 28.00000 14000.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 35.000 Mg | 275.00000 9625.00| 250.00000 8750.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 964,877.11 ROUTE : 300 SOUTH CALL ORDER : 160 CONTRACT ID : R -25697-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 601-06037 14.000 EACH| 750.00000 10500.00| 750.00000 10500.00| GUARDRAIL END TREATMENT, I | | | 0019 611-95023 30.000 EACH| 50.00000 1500.00| 40.00000 1200.00| MAILBOX ASSEMBLY, RESET | | | 0020 615-06520 9.000 EACH| 150.00000 1350.00| 25.00000 225.00| MONUMENT, RE-ESTABLISH | | | 0021 616-02320 1000.000 m2 | 1.50000 1500.00| 1.50000 1500.00| GEOTEXTILES | | | 0022 616-06405 2000.000 Mg | 21.00000 42000.00| 20.00000 40000.00| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 675.00000 675.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06560 6000.000 m2 | 0.60000 3600.00| 0.60000 3600.00| MULCHED SEEDING, U | | | 0025 621-06570 200.000 m3 | 35.00000 7000.00| 25.00000 5000.00| TOP SOIL | | | 0026 715-05169 10.000 m | 120.00000 1200.00| 150.00000 1500.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0027 801-06640 13.000 EACH| 50.00000 650.00| 50.00000 650.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 1500.00000 1500.00| 2100.00000 2100.00| MAINTAINING TRAFFIC | | | 0030 802-02489 189.600 m | 28.80000 5460.48| 28.80000 5460.48| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0031 802-76025 17.570 m2 | 141.00000 2477.37| 141.00000 2477.37| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0033 808-04298 2.000 EACH| 350.00000 700.00| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0034 808-06703 14600.000 m | 0.84000 12264.00| 0.84000 12264.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0035 808-75240 1200.000 m | 0.84000 1008.00| 0.84000 1008.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0036 808-75245 6775.000 m | 0.84000 5691.00| 0.84000 5691.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0037 808-75297 65.000 m | 12.00000 780.00| 12.00000 780.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 964,877.11 ROUTE : 300 SOUTH CALL ORDER : 160 CONTRACT ID : R -25697-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-05527 109.000 Mg | 60.00000 6540.00| 50.00000 5450.00| HMA FOR APPROACHES | | | 0039 601-99105 51.400 m | 38.50000 1978.90| 38.50000 1978.90| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 601-01625 1.000 EACH| 2320.00000 2320.00| 2320.00000 2320.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0041 601-06854 6.000 EACH| 2375.00000 14250.00| 2375.00000 14250.00| GUARDRAIL, W-BEAM, NESTED | | | 0042 801-06203 736.000 m | 2.06000 1516.16| 1.50000 1104.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 736.000 m | 4.12000 3032.32| 3.00000 2208.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-03290 13.000 EACH| 56.00000 728.00| 56.00000 728.00| CONSTRUCTION SIGN, C | | | 0045 802-07125 2.380 m2 | 159.00000 378.42| 159.00000 378.42| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 569,038.95| $ 577,676.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,038.95| $ 577,676.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8733001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 434,324.06 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 466,417.30 107.3892% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 474,100.76 109.1582% 4 35-1817574 YARDBERRY LANDSCAPE $ 485,435.85 111.7681% 5 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 496,419.26 114.2969% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 623,727.11 143.6086% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-2070195 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1740.00000 10440.00| 1700.00000 10200.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13850.00000 13850.00| 14000.00000 14000.00| 27500.00000 27500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17800.00000 17800.00| 23000.00000 23000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17800.00000 17800.00| 14300.00000 14300.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 130.00000 780.00| 450.00000 2700.00| 300.00000 1800.00 HEADWALL, REMOVE | | | 0006 202-60820 3781.000 m2 | 2.00000 7562.00| 2.90000 10964.90| 3.06000 11569.86 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2048.000 m3 | 25.00000 51200.00| 18.90000 38707.20| 14.50000 29696.00 EXCAVATION, COMMON | | | 0008 205-06932 79.000 m | 13.55000 1070.45| 14.00000 1106.00| 27.50000 2172.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 604.000 m | 5.80000 3503.20| 6.00000 3624.00| 6.00000 3624.00 TEMPORARY SILT FENCE | | | 0010 207-02045 1930.000 m3 | 6.00000 11580.00| 6.50000 12545.00| 15.00000 28950.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 211-02060 96.000 m3 | 14.00000 1344.00| 33.50000 3216.00| 30.00000 2880.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 11.500 Mg | 100.00000 1150.00| 65.50000 753.25| 35.00000 402.50 COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 1340.000 Mg | 21.50000 28810.00| 22.85000 30619.00| 22.40000 30016.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-2070195 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 2124.000 Mg | 35.00000 74340.00| 39.00000 82836.00| 36.75000 78057.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 985.000 Mg | 35.00000 34475.00| 46.71000 46009.35| 36.75000 36198.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 551.000 Mg | 45.00000 24795.00| 54.10000 29809.10| 47.25000 26034.75 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 127.000 Mg | 53.00000 6731.00| 56.20000 7137.40| 55.00000 6985.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 37.000 Mg | 53.00000 1961.00| 98.00000 3626.00| 55.00000 2035.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 79.000 Mg | 63.00000 4977.00| 72.05000 5691.95| 65.00000 5135.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 402-05495 290.000 Mg | 45.00000 13050.00| 51.15000 14833.50| 46.75000 13557.50 HMA WEDGE AND LEVEL | | | 0021 405-05517 1.200 Mg | 350.00000 420.00| 290.00000 348.00| 360.00000 432.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.500 Mg | 195.00000 877.50| 230.00000 1035.00| 198.13000 891.59 ASPHALT FOR TACK COAT | | | 0023 610-05527 89.000 Mg | 81.50000 7253.50| 105.00000 9345.00| 84.00000 7476.00 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 130.00000 390.00| 200.00000 600.00| 210.00000 630.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 170.00000 170.00| 250.00000 250.00| 265.00000 265.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 27.000 EACH| 140.00000 3780.00| 112.00000 3024.00| 120.00000 3240.00 RIGHT OF WAY MARKER | | | 0027 615-06505 7.000 EACH| 480.00000 3360.00| 500.00000 3500.00| 535.00000 3745.00 MONUMENT, B | | | 0028 621-01004 2.000 EACH| 670.00000 1340.00| 670.00000 1340.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 1.300 Mg | 590.00000 767.00| 590.00000 767.00| 600.00000 780.00 FERTILIZER | | | 0030 621-06548 4.200 kg | 55.00000 231.00| 55.00000 231.00| 50.00000 210.00 SEED MIXTURE, CV | | | 0031 621-06553 216.000 kg | 8.35000 1803.60| 8.35000 1803.60| 6.50000 1404.00 SEED MIXTURE, R | | | 0032 621-06557 51.000 kg | 11.85000 604.35| 11.85000 604.35| 17.00000 867.00 SEED MIXTURE, T | | | 0033 621-06565 7.700 Mg | 455.00000 3503.50| 455.00000 3503.50| 500.00000 3850.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-2070195 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06567 11.600 kL | 1.00000 11.60| 1.00000 11.60| 1.00000 11.60 WATER | | | 0035 621-06574 645.000 m2 | 3.70000 2386.50| 3.70000 2386.50| 4.20000 2709.00 SODDING | | | 0036 715-03584 2.000 EACH| 240.00000 480.00| 260.00000 520.00| 400.00000 800.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-05047 2.000 EACH| 660.00000 1320.00| 245.00000 490.00| 700.00000 1400.00 SAFETY METAL END SECTION, 4:1, 0.17 m2 | | | 0038 715-05048 721.000 m | 16.97000 12235.37| 11.45000 8255.45| 9.50000 6849.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05053 39.700 m | 72.94000 2895.72| 18.35000 728.50| 27.50000 1091.75 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0040 715-05121 31.000 m | 95.00000 2945.00| 74.85000 2320.35| 99.00000 3069.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0041 715-05169 28.000 m | 95.00000 2660.00| 92.50000 2590.00| 90.00000 2520.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05171 16.000 m | 95.00000 1520.00| 85.00000 1360.00| 99.00000 1584.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0043 715-05229 31.000 m | 170.00000 5270.00| 150.00000 4650.00| 190.00000 5890.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0044 715-46005 6.000 EACH| 190.00000 1140.00| 530.00000 3180.00| 385.00000 2310.00 PIPE END SECTION, 375 mm | | | 0045 715-46010 2.000 EACH| 195.00000 390.00| 580.00000 1160.00| 485.00000 970.00 PIPE END SECTION, 450 mm | | | 0046 718-06528 2.000 EACH| 665.00000 1330.00| 375.00000 750.00| 540.00000 1080.00 OUTLET PROTECTOR, 1 | | | 0047 718-06529 3.000 EACH| 665.00000 1995.00| 375.00000 1125.00| 555.00000 1665.00 OUTLET PROTECTOR, 2 | | | 0048 718-06531 3.000 EACH| 665.00000 1995.00| 375.00000 1125.00| 450.00000 1350.00 OUTLET PROTECTOR, 3 | | | 0049 718-52610 165.000 m3 | 36.21000 5974.65| 43.00000 7095.00| 37.50000 6187.50 AGGREGATE FOR UNDERDRAINS | | | 0050 801-01093 8.000 EACH| 200.00000 1600.00| 220.00000 1760.00| 600.00000 4800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0051 801-04308 7.000 EACH| 90.00000 630.00| 100.00000 700.00| 150.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06207 4866.000 m | 2.75000 13381.50| 3.00000 14598.00| 3.30000 16057.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-2070195 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06218 12.000 m | 18.00000 216.00| 18.00000 216.00| 23.00000 276.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0054 801-06605 20.000 EACH| 50.00000 1000.00| 55.00000 1100.00| 60.00000 1200.00 BARRICADE, IIIA | | | 0055 801-06606 6.000 EACH| 60.00000 360.00| 66.00000 396.00| 75.00000 450.00 BARRICADE, IIIB | | | 0056 801-06625 19.000 EACH| 50.00000 950.00| 55.00000 1045.00| 79.00000 1501.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 36.000 EACH| 65.00000 2340.00| 71.00000 2556.00| 80.00000 2880.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 8.000 EACH| 30.00000 240.00| 33.00000 264.00| 50.00000 400.00 CONSTRUCTION SIGN, B | | | 0059 801-06710 90.000 DAY | 10.00000 900.00| 11.00000 990.00| 27.50000 2475.00 FLASHING ARROW SIGN | | | 0060 801-06775 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0061 802-05701 41.500 m | 33.32000 1382.78| 29.80000 1236.70| 31.20000 1294.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-05702 41.200 m | 27.98000 1152.78| 25.15000 1036.18| 28.00000 1153.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 1.220 m2 | 127.62000 155.70| 250.00000 305.00| 253.00000 308.66 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76035 12.900 m2 | 156.88000 2023.75| 181.80000 2345.22| 195.00000 2515.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-96915 LUMP| 153.13000 153.13| 160.00000 160.00| 185.00000 185.00 SIGN, RELOCATE | | | 0066 804-06771 8.000 EACH| 18.41000 147.28| 22.00000 176.00| 25.00000 200.00 DELINEATOR POST, FLEXIBLE | | | 0067 808-06701 69.000 m | 2.00000 138.00| 2.00000 138.00| 1.95000 134.55 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0068 808-06703 69.000 m | 2.00000 138.00| 2.00000 138.00| 1.95000 134.55 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06713 1270.000 m | 0.50000 635.00| 0.50000 635.00| 0.95000 1206.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06716 480.000 m | 2.00000 960.00| 2.00000 960.00| 2.65000 1272.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-2070195 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75245 1240.000 m | 1.08000 1339.20| 1.08000 1339.20| 1.85000 2294.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0072 808-75297 14.000 m | 12.00000 168.00| 12.00000 168.00| 30.00000 420.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0073 808-75998 70.000 EACH| 43.50000 3045.00| 48.25000 3377.50| 40.00000 2800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 434,324.06| $ 466,417.30| $ 474,100.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,324.06| $ 466,417.30| $ 474,100.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 38-1894432 |(6) 35-0999231 |YARDBERRY LANDSCAPE |IAFRATE, ANGELO CONSTRUCTION|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 2150.00000 12900.00| 750.00000 4500.00| 1677.69000 10066.14 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 14644.00000 14644.00| 15446.28000 15446.28 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26900.00000 26900.00| 30000.00000 30000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 14500.00000 14500.00| 31000.00000 31000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 300.00000 1800.00| 500.00000 3000.00| 117.70000 706.20 HEADWALL, REMOVE | | | 0006 202-60820 3781.000 m2 | 3.25000 12288.25| 3.00000 11343.00| 2.20000 8318.20 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2048.000 m3 | 15.00000 30720.00| 30.00000 61440.00| 41.15000 84275.20 EXCAVATION, COMMON | | | 0008 205-06932 79.000 m | 21.00000 1659.00| 25.00000 1975.00| 27.47000 2170.13 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 604.000 m | 5.00000 3020.00| 5.00000 3020.00| 5.47000 3303.88 TEMPORARY SILT FENCE | | | 0010 207-02045 1930.000 m3 | 17.80000 34354.00| 17.00000 32810.00| 18.79000 36264.70 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 211-02060 96.000 m3 | 35.00000 3360.00| 30.00000 2880.00| 31.96000 3068.16 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 11.500 Mg | 28.00000 322.00| 30.00000 345.00| 103.50000 1190.25 COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 1340.000 Mg | 19.00000 25460.00| 25.00000 33500.00| 28.22000 37814.80 COMPACTED AGGREGATE, O, 53 | | | 0014 402-05468 2124.000 Mg | 37.40000 79437.60| 36.00000 76464.00| 38.62000 82028.88 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 985.000 Mg | 38.50000 37922.50| 36.00000 35460.00| 38.62000 38040.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 551.000 Mg | 49.50000 27274.50| 47.00000 25897.00| 49.65000 27357.15 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 127.000 Mg | 58.30000 7404.10| 55.00000 6985.00| 58.48000 7426.96 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 37.000 Mg | 60.00000 2220.00| 55.00000 2035.00| 58.48000 2163.76 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 79.000 Mg | 69.30000 5474.70| 66.00000 5214.00| 69.51000 5491.29 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 402-05495 290.000 Mg | 49.50000 14355.00| 47.00000 13630.00| 49.65000 14398.50 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 38-1894432 |(6) 35-0999231 |YARDBERRY LANDSCAPE |IAFRATE, ANGELO CONSTRUCTION|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 1.200 Mg | 385.00000 462.00| 370.00000 444.00| 386.16000 463.39 ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.500 Mg | 220.00000 990.00| 205.00000 922.50| 215.14000 968.13 ASPHALT FOR TACK COAT | | | 0023 610-05527 89.000 Mg | 105.00000 9345.00| 85.00000 7565.00| 89.92000 8002.88 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 200.00000 600.00| 135.00000 405.00| 220.66000 661.98 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 275.00000 275.00| 180.00000 180.00| 275.83000 275.83 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 27.000 EACH| 134.00000 3618.00| 120.00000 3240.00| 123.57000 3336.39 RIGHT OF WAY MARKER | | | 0027 615-06505 7.000 EACH| 600.00000 4200.00| 500.00000 3500.00| 551.65000 3861.55 MONUMENT, B | | | 0028 621-01004 2.000 EACH| 750.00000 1500.00| 550.00000 1100.00| 579.24000 1158.48 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 1.300 Mg | 425.00000 552.50| 615.00000 799.50| 646.54000 840.50 FERTILIZER | | | 0030 621-06548 4.200 kg | 350.00000 1470.00| 52.00000 218.40| 54.61000 229.36 SEED MIXTURE, CV | | | 0031 621-06553 216.000 kg | 6.50000 1404.00| 6.50000 1404.00| 6.81000 1470.96 SEED MIXTURE, R | | | 0032 621-06557 51.000 kg | 10.00000 510.00| 16.00000 816.00| 16.49000 840.99 SEED MIXTURE, T | | | 0033 621-06565 7.700 Mg | 400.00000 3080.00| 470.00000 3619.00| 493.18000 3797.49 MULCHING MATERIAL | | | 0034 621-06567 11.600 kL | 10.00000 116.00| 0.60000 6.96| 0.61000 7.08 WATER | | | 0035 621-06574 645.000 m2 | 6.00000 3870.00| 4.00000 2580.00| 4.37000 2818.65 SODDING | | | 0036 715-03584 2.000 EACH| 1100.00000 2200.00| 370.00000 740.00| 517.63000 1035.26 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-05047 2.000 EACH| 1250.00000 2500.00| 525.00000 1050.00| 598.97000 1197.94 SAFETY METAL END SECTION, 4:1, 0.17 m2 | | | 0038 715-05048 721.000 m | 8.50000 6128.50| 14.00000 10094.00| 6.92000 4989.32 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05053 39.700 m | 30.00000 1191.00| 35.00000 1389.50| 55.44000 2200.97 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0040 715-05121 31.000 m | 120.00000 3720.00| 140.00000 4340.00| 93.26000 2891.06 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 38-1894432 |(6) 35-0999231 |YARDBERRY LANDSCAPE |IAFRATE, ANGELO CONSTRUCTION|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05169 28.000 m | 110.00000 3080.00| 120.00000 3360.00| 94.99000 2659.72 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05171 16.000 m | 125.00000 2000.00| 140.00000 2240.00| 106.54000 1704.64 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0043 715-05229 31.000 m | 150.00000 4650.00| 260.00000 8060.00| 176.75000 5479.25 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0044 715-46005 6.000 EACH| 300.00000 1800.00| 525.00000 3150.00| 363.08000 2178.48 PIPE END SECTION, 375 mm | | | 0045 715-46010 2.000 EACH| 325.00000 650.00| 630.00000 1260.00| 401.17000 802.34 PIPE END SECTION, 450 mm | | | 0046 718-06528 2.000 EACH| 600.00000 1200.00| 525.00000 1050.00| 576.79000 1153.58 OUTLET PROTECTOR, 1 | | | 0047 718-06529 3.000 EACH| 600.00000 1800.00| 525.00000 1575.00| 691.99000 2075.97 OUTLET PROTECTOR, 2 | | | 0048 718-06531 3.000 EACH| 600.00000 1800.00| 525.00000 1575.00| 747.79000 2243.37 OUTLET PROTECTOR, 3 | | | 0049 718-52610 165.000 m3 | 35.00000 5775.00| 37.00000 6105.00| 49.90000 8233.50 AGGREGATE FOR UNDERDRAINS | | | 0050 801-01093 8.000 EACH| 230.00000 1840.00| 210.00000 1680.00| 468.90000 3751.20 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0051 801-04308 7.000 EACH| 103.50000 724.50| 95.00000 665.00| 110.33000 772.31 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06207 4866.000 m | 3.10000 15084.60| 3.00000 14598.00| 3.29000 16009.14 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06218 12.000 m | 20.70000 248.40| 19.00000 228.00| 19.75000 237.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0054 801-06605 20.000 EACH| 57.50000 1150.00| 53.00000 1060.00| 77.23000 1544.60 BARRICADE, IIIA | | | 0055 801-06606 6.000 EACH| 69.00000 414.00| 63.00000 378.00| 88.26000 529.56 BARRICADE, IIIB | | | 0056 801-06625 19.000 EACH| 57.50000 1092.50| 52.00000 988.00| 99.30000 1886.70 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 36.000 EACH| 75.00000 2700.00| 70.00000 2520.00| 66.20000 2383.20 CONSTRUCTION SIGN, A | | | 0058 801-06645 8.000 EACH| 34.50000 276.00| 32.00000 256.00| 38.62000 308.96 CONSTRUCTION SIGN, B | | | 0059 801-06710 90.000 DAY | 40.00000 3600.00| 11.00000 990.00| 15.45000 1390.50 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,574.12 ROUTE : US 36 CALL ORDER : 170 CONTRACT ID : R -25711-A COUNTIES : HENRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 38-1894432 |(6) 35-0999231 |YARDBERRY LANDSCAPE |IAFRATE, ANGELO CONSTRUCTION|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06775 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 69923.20000 69923.20 MAINTAINING TRAFFIC | | | 0061 802-05701 41.500 m | 38.00000 1577.00| 32.00000 1328.00| 32.88000 1364.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-05702 41.200 m | 36.00000 1483.20| 26.00000 1071.20| 27.75000 1143.30 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 1.220 m2 | 185.00000 225.70| 135.00000 164.70| 268.10000 327.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76035 12.900 m2 | 172.00000 2218.80| 165.00000 2128.50| 200.58000 2587.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-96915 LUMP| 2000.00000 2000.00| 160.00000 160.00| 176.53000 176.53 SIGN, RELOCATE | | | 0066 804-06771 8.000 EACH| 110.00000 880.00| 20.00000 160.00| 24.27000 194.16 DELINEATOR POST, FLEXIBLE | | | 0067 808-06701 69.000 m | 3.00000 207.00| 1.30000 89.70| 1.38000 95.22 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0068 808-06703 69.000 m | 3.00000 207.00| 1.20000 82.80| 1.21000 83.49 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06713 1270.000 m | 0.75000 952.50| 0.35000 444.50| 0.36000 457.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06716 480.000 m | 3.00000 1440.00| 1.70000 816.00| 1.81000 868.80 LINE, REMOVE | | | 0071 808-75245 1240.000 m | 1.50000 1860.00| 1.00000 1240.00| 1.08000 1339.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0072 808-75297 14.000 m | 14.00000 196.00| 10.00000 140.00| 11.03000 154.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0073 808-75998 70.000 EACH| 60.00000 4200.00| 40.00000 2800.00| 44.13000 3089.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 485,435.85| $ 496,419.26| $ 623,727.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 485,435.85| $ 496,419.26| $ 623,727.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/27/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : E620002 0064040 E620001 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. A + B = $ 13,135,500.00 100.0000% 2 35-1139301 E & B PAVING, INC. AWARD A + B = $ 12,672,435.49 101.2058% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR A + B = $ 14,307,053.42 115.8843% 4 35-0999231 HUNT PAVING COMPANY, INC. A + B = $ 14,423,849.52 117.4679% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-01925 18.000 MOS | 2000.00000 36000.00| 1735.61000 31240.98| 1235.00000 22230.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 75000.00000 75000.00| 182446.29000 182446.29| 135000.00000 135000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 365000.00000 365000.00| 373221.77000 373221.77| 425000.00000 425000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 110000.00000 110000.00| 111966.53000 111966.53| 110000.00000 110000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6723.000 m2 | 7.95000 53447.85| 9.70000 65213.10| 17.50000 117652.50 PAVEMENT, REMOVE | | | 0006 202-02278 270.000 m | 14.90000 4023.00| 15.03000 4058.10| 26.00000 7020.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 458.000 m2 | 6.35000 2908.30| 7.09000 3247.22| 21.00000 9618.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 36.566 m2 | 50.00000 1828.30| 30.00000 1096.98| 55.00000 2011.13 SURFACE MILLING, ASPHALT | | | 0009 202-74075 2.000 EACH| 1300.00000 2600.00| 1327.66000 2655.32| 2215.00000 4430.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0010 202-74080 1.000 EACH| 720.00000 720.00| 735.40000 735.40| 1070.00000 1070.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 202-74085 1.000 EACH| 3715.00000 3715.00| 3787.54000 3787.54| 1280.00000 1280.00 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE AND RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-78515 LUMP| 2045.00000 2045.00| 2083.64000 2083.64| 2150.00000 2150.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 44.000 EACH| 275.00000 12100.00| 286.07000 12587.08| 1055.00000 46420.00 INLET, REMOVE | | | 0014 202-93047 8.000 EACH| 425.00000 3400.00| 584.50000 4676.00| 2830.00000 22640.00 MANHOLE, REMOVE | | | 0015 202-94793 1246.000 m | 35.50000 44233.00| 8.65000 10777.90| 48.00000 59808.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0016 202-95579 2.000 EACH| 300.00000 600.00| 306.42000 612.84| 140.00000 280.00 SERVICE POINT, REMOVE | | | 0017 202-96022 25.000 EACH| 200.00000 5000.00| 364.22000 9105.50| 650.00000 16250.00 CONCRETE FOUNDATION, REMOVE | | | 0018 202-96133 731.000 m | 32.50000 23757.50| 49.51000 36191.81| 141.00000 103071.00 PIPE, REMOVE | | | 0019 202-96151 LUMP| 1200.00000 1200.00| 1225.66000 1225.66| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0020 203-02070 41885.300 m3 | 11.75000 492152.28| 12.18000 510162.95| 15.45000 647127.89 BORROW | | | 0021 203-02235 19838.000 m2 | 2.45000 48603.10| 0.83000 16465.54| 1.20000 23805.60 BREAKING PAVEMENT | | | 0022 205-02224 1300.000 m | 5.45000 7085.00| 5.56000 7228.00| 6.00000 7800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0023 205-02237 52.000 EACH| 60.00000 3120.00| 61.20000 3182.40| 65.00000 3380.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0024 211-02050 1583.930 m3 | 25.00000 39598.25| 28.56000 45237.04| 27.00000 42766.11 B BORROW | | | 0025 211-02060 5128.810 m3 | 25.00000 128220.25| 28.20000 144632.44| 27.00000 138477.87 B BORROW FOR STRUCTURE BACKFILL | | | 0026 213-52830 65.000 m3 | 90.00000 5850.00| 255.00000 16575.00| 158.00000 10270.00 FLOWABLE MORTAR | | | 0027 303-52308 26086.700 Mg | 20.00000 521734.00| 18.06000 471125.80| 22.70000 592168.09 COMPACTED AGGREGATE, O, 53 | | | 0028 304-06464 7611.750 m3 | 70.00000 532822.50| 37.43000 284907.80| 59.40000 452137.95 SUBBASE FOR PCCP | | | 0029 305-05206 3888.000 Mg | 45.00000 174960.00| 34.09000 132541.92| 31.40000 122083.20 WIDENING WITH HMA , TEMPORARY | | | 0030 402-05468 1055.200 Mg | 35.00000 36932.00| 35.60000 37565.12| 39.00000 41152.80 HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05474 626.810 Mg | 36.25000 22721.86| 37.10000 23254.65| 40.60000 25448.49 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05475 267.400 Mg | 48.00000 12835.20| 49.20000 13156.08| 48.10000 12861.94 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0033 402-05477 267.920 Mg | 50.00000 13396.00| 50.75000 13596.94| 54.00000 14467.68 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05495 768.000 Mg | 39.50000 30336.00| 40.90000 31411.20| 41.00000 31488.00 HMA WEDGE AND LEVEL | | | 0035 406-05520 3.060 Mg | 200.00000 612.00| 185.00000 566.10| 220.00000 673.20 ASPHALT FOR TACK COAT | | | 0036 501-05240 6110.000 m | 25.00000 152750.00| 20.93000 127882.30| 21.00000 128310.00 CONTRACTION JOINT, D1 | | | 0037 501-06266 LUMP| 5000.00000 5000.00| 5199.48000 5199.48| 7000.00000 7000.00 PROFILOGRAPH, PCCP | | | 0038 501-06322 36243.100 m2 | 45.00000 1630939.50| 41.04000 1487416.82| 38.40000 1391735.04 QC/QA PCCP, 275 mm | | | 0039 501-06322 1488.200 m2 | 100.00000 148820.00| 194.04000 288770.33| 72.00000 107150.40 QC/QA PCCP, 275 mm , SHOULDER, MODIFIED | | | 0040 601-04746 3.000 EACH| 5750.00000 17250.00| 7650.00000 22950.00| 6100.00000 18300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-06228 4.000 EACH| 54840.00000 219360.00| 59721.00000 238884.00| 58300.00000 233200.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0042 601-06306 1.000 EACH| 4375.00000 4375.00| 1500.00000 1500.00| 4500.00000 4500.00 IMPACT ATTENUATOR, RESET, R2, W1, TL-3 | | | 0043 602-02476 865.900 m | 375.00000 324712.50| 238.18000 206240.06| 309.00000 267563.10 BARRIER, CONCRETE, MODIFIED | | | 0044 602-06032 1236.000 m | 150.00000 185400.00| 116.84000 144414.24| 194.00000 239784.00 BARRIER, MEDIAN, CONCRETE 840 mm | | | 0045 602-06639 928.000 m | 50.00000 46400.00| 60.00000 55680.00| 109.00000 101152.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 2211.000 m | 48.00000 106128.00| 57.54000 127220.94| 92.00000 203412.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 278.000 EACH| 5.70000 1584.60| 5.81000 1615.18| 6.00000 1668.00 BARRIER DELINEATOR | | | 0048 603-90316 140.000 m | 59.00000 8260.00| 69.36000 9710.40| 63.00000 8820.00 FENCE, CHAIN LINK, 2320 mm | | | 0049 604-06069 157.160 m2 | 31.50000 4950.54| 42.71000 6712.30| 72.00000 11315.52 CURB RAMP, CONCRETE | | | 0050 604-91531 654.000 m2 | 26.50000 17331.00| 42.71000 27932.34| 44.00000 28776.00 SIDEWALK, CONCRETE, 100 mm | | | 0051 605-06090 1320.300 m | 34.00000 44890.20| 27.45000 36242.24| 25.00000 33007.50 CURB, INTEGRAL, CONCRETE | | | 0052 605-06095 189.300 m | 66.00000 12493.80| 27.45000 5196.29| 29.00000 5489.70 CURB, INTEGRAL, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 605-06140 366.900 m | 28.00000 10273.20| 62.33000 22868.88| 67.00000 24582.30 CURB AND GUTTER, CONCRETE | | | 0054 611-05330 565.200 m2 | 36.00000 20347.20| 47.04000 26587.01| 49.00000 27694.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0055 615-06490 3.000 EACH| 108.00000 324.00| 229.50000 688.50| 110.00000 330.00 RIGHT OF WAY MARKER | | | 0056 615-06505 2.000 EACH| 420.00000 840.00| 561.00000 1122.00| 460.00000 920.00 MONUMENT, B | | | 0057 615-06515 9.000 EACH| 120.00000 1080.00| 280.50000 2524.50| 130.00000 1170.00 MONUMENT, D | | | 0058 621-01004 1.000 EACH| 660.00000 660.00| 673.20000 673.20| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06574 8909.530 m2 | 3.60000 32074.31| 3.67000 32697.98| 3.80000 33856.21 SODDING | | | 0060 714-93641 242.100 m | 748.00000 181090.80| 771.33000 186738.99| 1062.00000 257110.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0061 714-97799 LUMP| 75000.00000 75000.00| 228480.00000 228480.00| 57800.00000 57800.00 RETAINING WALL, RECONSTRUCT , LINE NER | | | 0062 714-97799 LUMP| 75000.00000 75000.00| 148300.00000 148300.00| 57800.00000 57800.00 RETAINING WALL, RECONSTRUCT , LINE SER | | | 0064 715-05149 757.600 m | 89.50000 67805.20| 94.08000 71275.01| 174.00000 131822.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 117.500 m | 99.00000 11632.50| 101.81000 11962.68| 216.00000 25380.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 27.500 m | 114.00000 3135.00| 126.14000 3468.85| 243.00000 6682.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05154 14.000 m | 155.00000 2170.00| 188.68000 2641.52| 259.00000 3626.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 715-05422 91.600 m | 225.00000 20610.00| 204.89000 18767.92| 476.00000 43601.60 PIPE, SLOTTED DRAIN, 300 mm | | | 0070 715-46000 5.000 EACH| 375.00000 1875.00| 295.66000 1478.30| 340.00000 1700.00 PIPE END SECTION, 300 mm | | | 0071 715-95092 300.000 m | 250.00000 75000.00| 169.29000 50787.00| 322.00000 96600.00 SLOTTED DRAIN, 300 mm , TEMPORARY | | | 0072 718-52610 435.890 m3 | 40.00000 17435.60| 40.80000 17784.31| 39.00000 16999.71 AGGREGATE FOR UNDERDRAINS | | | 0073 718-99153 9219.700 m2 | 2.65000 24432.21| 2.70000 24893.19| 1.80000 16595.46 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-44000 9.000 EACH| 325.00000 2925.00| 510.64000 4595.76| 512.00000 4608.00 CASTING, ADJUST TO GRADE | | | 0075 720-44296 24.000 EACH| 975.00000 23400.00| 567.66000 13623.84| 792.00000 19008.00 CAP INLET | | | 0076 720-45041 11.000 EACH| 4100.00000 45100.00| 2742.68000 30169.48| 6245.00000 68695.00 INLET, H5 | | | 0077 720-45045 10.000 EACH| 1425.00000 14250.00| 1152.28000 11522.80| 2570.00000 25700.00 INLET, J10 | | | 0078 720-45055 12.000 EACH| 1550.00000 18600.00| 1213.79000 14565.48| 2770.00000 33240.00 INLET, M10 | | | 0079 720-45085 3.000 EACH| 2700.00000 8100.00| 1571.14000 4713.42| 3065.00000 9195.00 INLET, T14 | | | 0080 720-45250 2.000 EACH| 2500.00000 5000.00| 2262.67000 4525.34| 2830.00000 5660.00 CATCH BASIN, K10 | | | 0081 720-45410 1.000 EACH| 1250.00000 1250.00| 1240.17000 1240.17| 2075.00000 2075.00 MANHOLE, C4 | | | 0082 720-94612 10.000 EACH| 2975.00000 29750.00| 2588.86000 25888.60| 5875.00000 58750.00 MANHOLE, K4 | | | 0083 720-94906 13.000 EACH| 2000.00000 26000.00| 1471.92000 19134.96| 3785.00000 49205.00 INLET, X5 | | | 0084 720-95422 2.000 EACH| 3300.00000 6600.00| 2819.73000 5639.46| 5255.00000 10510.00 MANHOLE, J4 | | | 0085 720-98174 1.000 EACH| 2600.00000 2600.00| 2011.94000 2011.94| 3240.00000 3240.00 INLET, B15 | | | 0086 720-98555 3.000 EACH| 2700.00000 8100.00| 2084.50000 6253.50| 3440.00000 10320.00 INLET, C15 | | | 0087 731-03914 631.000 m2 | 60.00000 37860.00| 89.95000 56758.45| 62.00000 39122.00 FACE PANEL, WIRE | | | 0088 731-93945 1622.200 m2 | 90.00000 145998.00| 127.50000 206830.50| 102.00000 165464.40 FACE PANELS, CONCRETE | | | 0089 731-93946 1622.200 m2 | 50.00000 81110.00| 96.90000 157191.18| 57.00000 92465.40 WALL ERECTION | | | 0090 731-93946 631.000 m2 | 60.00000 37860.00| 59.35000 37449.85| 55.00000 34705.00 WALL ERECTION ,WIRE | | | 0091 731-93947 660.000 m | 70.00000 46200.00| 71.40000 47124.00| 55.00000 36300.00 LEVELING PAD, CONCRETE | | | 0092 801-03290 12.000 EACH| 165.00000 1980.00| 402.90000 4834.80| 425.00000 5100.00 CONSTRUCTION SIGN, C | | | 0093 801-03291 2.000 EACH| 50.00000 100.00| 158.10000 316.20| 165.00000 330.00 CONSTRUCTION SIGN, D | | | 0094 801-06201 85.500 m2 | 134.32000 11484.36| 137.01000 11714.36| 195.00000 16672.50 TEMPORARY PANEL SIGNS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06202 96.000 m | 42.00000 4032.00| 42.76000 4104.96| 68.00000 6528.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0096 801-06203 14456.250 m | 0.45000 6505.31| 0.48000 6939.00| 0.50000 7228.13 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06606 15.000 EACH| 100.00000 1500.00| 234.60000 3519.00| 245.00000 3675.00 BARRICADE, IIIB | | | 0098 801-06640 62.000 EACH| 125.00000 7750.00| 198.90000 12331.80| 205.00000 12710.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 22.000 EACH| 50.00000 1100.00| 59.16000 1301.52| 62.00000 1364.00 CONSTRUCTION SIGN, B | | | 0100 801-06710 360.000 DAY | 15.00000 5400.00| 14.28000 5140.80| 16.00000 5760.00 FLASHING ARROW SIGN | | | 0101 801-06775 LUMP| 65421.66000 65421.66| 57868.65000 57868.65| 168000.00000 168000.00 MAINTAINING TRAFFIC | | | 0102 802-05701 54.400 m | 30.00000 1632.00| 30.50000 1659.20| 25.00000 1360.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-05702 58.800 m | 26.00000 1528.80| 26.17000 1538.80| 16.00000 940.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0104 802-76015 11.750 m2 | 165.00000 1938.75| 168.58000 1980.82| 236.00000 2773.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0105 802-76025 7.840 m2 | 118.00000 925.12| 120.42000 944.09| 120.00000 940.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 17.570 m2 | 119.00000 2090.83| 121.54000 2135.46| 122.00000 2143.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 802-76045 2.300 m2 | 161.00000 370.30| 164.18000 377.61| 180.00000 414.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0108 803-02310 1344.000 kg | 2.45000 3292.80| 2.50000 3360.00| 1.40000 1881.60 REINFORCING STEEL, SIGN FOUNDATION | | | 0109 803-06031 16.200 m3 | 509.00000 8245.80| 519.18000 8410.72| 405.00000 6561.00 SIGN FOUNDATIONS, CONCRETE | | | 0110 803-76140 2.000 EACH| 12525.00000 25050.00| 12777.16000 25554.32| 13900.00000 27800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0111 803-76175 8.400 m | 500.00000 4200.00| 507.88000 4266.19| 590.00000 4956.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 803-91084 1.000 EACH| 350.00000 350.00| 357.34000 357.34| 1575.00000 1575.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0113 805-01815 4.000 EACH| 1780.00000 7120.00| 1814.71000 7258.84| 1675.00000 6700.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 7.000 EACH| 590.00000 4130.00| 603.75000 4226.25| 660.00000 4620.00 HANDHOLE, SIGNAL | | | 0115 805-01861 94.000 m | 5.00000 470.00| 4.69000 440.86| 5.00000 470.00 SIGNAL CABLE, INTERCONNECT, 12C/19 | | | 0116 805-02152 4.000 EACH| 340.00000 1360.00| 347.06000 1388.24| 435.00000 1740.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0117 805-02328 1352.000 m | 1.00000 1352.00| 0.90000 1216.80| 1.00000 1352.00 SIGNAL CABLE, 1C 14GA. | | | 0118 805-02596 1.000 EACH| 180.00000 180.00| 183.24000 183.24| 320.00000 320.00 CONDUIT RISER WITH WEATHERHEAD, STEEL | | | 0119 805-03391 52.000 WK | 1.00000 52.00| 0.01000 0.52| 4250.00000 221000.00 TRUCK, TOW | | | 0120 805-04602 1.000 EACH| 420.00000 420.00| 428.98000 428.98| 300.00000 300.00 CONTROLLER, REWIRE | | | 0121 805-06592 1541.000 m | 27.00000 41607.00| 27.67000 42639.47| 35.00000 53935.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0122 805-78100 1.000 EACH| 10300.00000 10300.00| 10500.84000 10500.84| 9800.00000 9800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 7.000 EACH| 440.00000 3080.00| 449.60000 3147.20| 435.00000 3045.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0124 805-78215 5.000 EACH| 440.00000 2200.00| 449.60000 2248.00| 435.00000 2175.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0125 805-78230 3.000 EACH| 665.00000 1995.00| 678.14000 2034.42| 640.00000 1920.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0126 805-78415 4.000 EACH| 1260.00000 5040.00| 1286.04000 5144.16| 1325.00000 5300.00 SPAN, CATENARY, AND TETHER | | | 0127 805-78420 4.000 EACH| 191.00000 764.00| 194.80000 779.20| 230.00000 920.00 DISCONNECT HANGER | | | 0128 805-78445 1.000 EACH| 438.00000 438.00| 446.67000 446.67| 450.00000 450.00 SIGNAL SERVICE | | | 0129 805-78467 12.000 m | 4.00000 48.00| 4.10000 49.20| 5.00000 60.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-78480 378.000 m | 2.75000 1039.50| 2.64000 997.92| 3.00000 1134.00 SIGNAL CABLE, 3C 14GA. | | | 0131 805-78485 516.000 m | 3.00000 1548.00| 2.87000 1480.92| 3.50000 1806.00 SIGNAL CABLE, 5C 14GA. | | | 0132 805-78490 441.000 m | 3.15000 1389.15| 3.21000 1415.61| 4.00000 1764.00 SIGNAL CABLE, 7C 14GA. | | | 0133 805-78510 2109.000 m | 2.50000 5272.50| 2.53000 5335.77| 2.50000 5272.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0134 805-78785 10.000 EACH| 555.00000 5550.00| 566.46000 5664.60| 480.00000 4800.00 SIGNAL DETECTOR HOUSING | | | 0135 805-78795 438.000 m | 23.40000 10249.20| 23.88000 10459.44| 28.00000 12264.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 1.000 EACH| 875.00000 875.00| 893.34000 893.34| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81060 4.000 EACH| 2830.00000 11320.00| 2887.02000 11548.08| 3350.00000 13400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0138 805-86805 3.000 EACH| 1690.00000 5070.00| 1724.46000 5173.38| 2100.00000 6300.00 SERVICE POINT, I | | | 0139 805-86900 17.000 EACH| 603.00000 10251.00| 614.69000 10449.73| 430.00000 7310.00 JUNCTION BOX | | | 0140 805-86930 9.000 EACH| 6.00000 54.00| 6.03000 54.27| 16.00000 144.00 INSULATING LINK, NOT WATERPROOFED | | | 0141 805-86935 8.000 EACH| 15.75000 126.00| 16.05000 128.40| 32.00000 256.00 INSULATING LINK, WATERPROOFED | | | 0142 805-94295 12.000 EACH| 475.00000 5700.00| 485.08000 5820.96| 252.00000 3024.00 SIGNAL HEAD, RELOCATE | | | 0143 805-96121 4.000 EACH| 147.00000 588.00| 149.58000 598.32| 105.00000 420.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0144 805-98335 133.000 m | 13.40000 1782.20| 13.68000 1819.44| 16.00000 2128.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0145 805-98336 60.500 m | 13.40000 810.70| 13.68000 827.64| 16.00000 968.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0146 807-02191 11.000 EACH| 287.00000 3157.00| 292.94000 3222.34| 640.00000 7040.00 HANDHOLE, LIGHTING | | | 0147 807-04653 17.000 EACH| 562.00000 9554.00| 294.92000 5013.64| 428.00000 7276.00 LIGHTING FOUNDATION IN CONCRETE BARRIER | | | 0148 807-82016 3.000 EACH| 694.00000 2082.00| 708.21000 2124.63| 540.00000 1620.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 807-82017 1.000 EACH| 700.00000 700.00| 713.82000 713.82| 650.00000 650.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0150 807-86790 9.000 EACH| 362.00000 3258.00| 369.83000 3328.47| 440.00000 3960.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0151 807-86910 3.000 EACH| 29.25000 87.75| 29.79000 89.37| 35.00000 105.00 CONNECTOR KIT, UNFUSED | | | 0152 807-86915 6.000 EACH| 30.25000 181.50| 30.92000 185.52| 38.00000 228.00 CONNECTOR KIT, FUSED | | | 0153 807-86950 3.000 EACH| 44.85000 134.55| 45.75000 137.25| 24.00000 72.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0154 807-86955 6.000 EACH| 160.00000 960.00| 161.83000 970.98| 65.00000 390.00 CABLE DUCT MARKER | | | 0155 808-03002 899.890 m | 16.30000 14668.21| 16.63000 14965.17| 17.00000 15298.13 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0156 808-03631 2688.900 m | 4.10000 11024.49| 4.18000 11239.60| 4.30000 11562.27 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0157 808-03632 1815.600 m | 4.10000 7443.96| 4.18000 7589.21| 4.30000 7807.08 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0158 808-04896 10.000 m | 16.30000 163.00| 16.63000 166.30| 17.00000 170.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0159 808-05534 794.000 m | 27.40000 21755.60| 27.95000 22192.30| 29.00000 23026.00 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0160 808-05535 53.000 m | 74.60000 3953.80| 76.09000 4032.77| 79.00000 4187.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0161 808-06701 62.750 m | 2.35000 147.46| 2.40000 150.60| 2.50000 156.88 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 599.000 m | 1.25000 748.75| 1.25000 748.75| 1.30000 778.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06716 3875.000 m | 1.50000 5812.50| 1.53000 5928.75| 1.60000 6200.00 LINE, REMOVE | | | 0164 808-74805 80.000 m | 74.60000 5968.00| 76.09000 6087.20| 78.00000 6240.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0165 808-74807 15.000 EACH| 384.00000 5760.00| 391.68000 5875.20| 406.00000 6090.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-1009310 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 808-74808 8.000 EACH| 446.00000 3568.00| 454.92000 3639.36| 472.00000 3776.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0167 808-75245 132.000 m | 1.30000 171.60| 1.35000 178.20| 1.40000 184.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0168 808-75320 17.000 EACH| 55.00000 935.00| 56.10000 953.70| 58.00000 986.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0169 808-75325 8.000 EACH| 75.00000 600.00| 76.50000 612.00| 80.00000 640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0170 808-94455 129.000 m | 21.30000 2747.70| 21.73000 2803.17| 22.00000 2838.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0171 203-02000 1100.000 m3 | 17.50000 19250.00| 15.02000 16522.00| 18.90000 20790.00 EXCAVATION, COMMON | | | 0172 703-03489 578.000 EACH| 10.00000 5780.00| 15.00000 8670.00| 11.50000 6647.00 TIE BAR, RETROFIT | | | 0173 305-05204 15.000 Mg | 100.00000 1500.00| 100.00000 1500.00| 218.00000 3270.00 HMA FOR PATCHING | | | 0174 805-03391 35.000 WK | 1.00000 35.00| 2570.40000 89964.00| 4250.00000 148750.00 TRUCK, TOW | | | 0175 715-05203 2281.000 m | 15.60000 35583.60| 15.91000 36290.71| 37.00000 84397.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | SECTION TOTALS | A = $ 7,375,500.00| A = $ 7,464,435.49| A = $ 8,547,053.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 13,135,500.00| A + B = $ 12,672,435.49| A + B = $ 14,307,053.42 ==================================================================================================================================== CONTRACT DAYS 240 217 240 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-01925 18.000 MOS | 914.62000 16463.16| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 171898.61000 171898.61| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 434987.92000 434987.92| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 153179.44400 153179.44| | CLEARING RIGHT OF WAY | | | 0005 202-02240 6723.000 m2 | 10.64000 71532.72| | PAVEMENT, REMOVE | | | 0006 202-02278 270.000 m | 10.64000 2872.80| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 458.000 m2 | 10.64000 4873.12| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 36.566 m2 | 31.91000 1166.82| | SURFACE MILLING, ASPHALT | | | 0009 202-74075 2.000 EACH| 1384.40000 2768.80| | OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0010 202-74080 1.000 EACH| 766.83000 766.83| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 202-74085 1.000 EACH| 3949.39000 3949.39| | OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE AND RESET | | | 0012 202-78515 LUMP| 2172.68000 2172.68| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 44.000 EACH| 744.51000 32758.44| | INLET, REMOVE | | | 0014 202-93047 8.000 EACH| 957.23000 7657.84| | MANHOLE, REMOVE | | | 0015 202-94793 1246.000 m | 69.13000 86135.98| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0016 202-95579 2.000 EACH| 319.51000 639.02| | SERVICE POINT, REMOVE | | | 0017 202-96022 25.000 EACH| 478.61000 11965.25| | CONCRETE FOUNDATION, REMOVE | | | 0018 202-96133 731.000 m | 53.18000 38874.58| | PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-96151 LUMP| 1278.04000 1278.04| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0020 203-02070 41885.300 m3 | 19.14000 801684.64| | BORROW | | | 0021 203-02235 19838.000 m2 | 0.90000 17854.20| | BREAKING PAVEMENT | | | 0022 205-02224 1300.000 m | 5.80000 7540.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0023 205-02237 52.000 EACH| 63.82000 3318.64| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0024 211-02050 1583.930 m3 | 19.14000 30316.42| | B BORROW | | | 0025 211-02060 5128.810 m3 | 23.40000 120014.15| | B BORROW FOR STRUCTURE BACKFILL | | | 0026 213-52830 65.000 m3 | 239.31000 15555.15| | FLOWABLE MORTAR | | | 0027 303-52308 26086.700 Mg | 17.55000 457821.59| | COMPACTED AGGREGATE, O, 53 | | | 0028 304-06464 7611.750 m3 | 39.39000 299826.83| | SUBBASE FOR PCCP | | | 0029 305-05206 3888.000 Mg | 62.09000 241405.92| | WIDENING WITH HMA , TEMPORARY | | | 0030 402-05468 1055.200 Mg | 37.86000 39949.87| | HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05474 626.810 Mg | 39.46000 24733.92| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0032 402-05475 267.400 Mg | 52.33000 13993.04| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0033 402-05477 267.920 Mg | 53.98000 14462.32| | HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05495 768.000 Mg | 43.50000 33408.00| | HMA WEDGE AND LEVEL | | | 0035 406-05520 3.060 Mg | 196.76000 602.09| | ASPHALT FOR TACK COAT | | | 0036 501-05240 6110.000 m | 21.79000 133136.90| | CONTRACTION JOINT, D1 | | | 0037 501-06266 LUMP| 13573.31000 13573.31| | PROFILOGRAPH, PCCP | | | 0038 501-06322 36243.100 m2 | 40.40000 1464221.24| | QC/QA PCCP, 275 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 501-06322 1488.200 m2 | 199.19000 296434.56| | QC/QA PCCP, 275 mm , SHOULDER, MODIFIED | | | 0040 601-04746 3.000 EACH| 6115.64000 18346.92| | ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-06228 4.000 EACH| 58327.21000 233308.84| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0042 601-06306 1.000 EACH| 4653.20000 4653.20| | IMPACT ATTENUATOR, RESET, R2, W1, TL-3 | | | 0043 602-02476 865.900 m | 172.98000 149783.38| | BARRIER, CONCRETE, MODIFIED | | | 0044 602-06032 1236.000 m | 128.98000 159419.28| | BARRIER, MEDIAN, CONCRETE 840 mm | | | 0045 602-06639 928.000 m | 87.75000 81432.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 2211.000 m | 101.47000 224350.17| | TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 278.000 EACH| 6.06000 1684.68| | BARRIER DELINEATOR | | | 0048 603-90316 140.000 m | 62.75000 8785.00| | FENCE, CHAIN LINK, 2320 mm | | | 0049 604-06069 157.160 m2 | 53.47000 8403.35| | CURB RAMP, CONCRETE | | | 0050 604-91531 654.000 m2 | 30.43000 19901.22| | SIDEWALK, CONCRETE, 100 mm | | | 0051 605-06090 1320.300 m | 24.49000 32334.15| | CURB, INTEGRAL, CONCRETE | | | 0052 605-06095 189.300 m | 41.08000 7776.44| | CURB, INTEGRAL, B, CONCRETE | | | 0053 605-06140 366.900 m | 36.23000 13292.79| | CURB AND GUTTER, CONCRETE | | | 0054 611-05330 565.200 m2 | 34.89000 19719.83| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0055 615-06490 3.000 EACH| 114.87000 344.61| | RIGHT OF WAY MARKER | | | 0056 615-06505 2.000 EACH| 446.71000 893.42| | MONUMENT, B | | | 0057 615-06515 9.000 EACH| 127.63000 1148.67| | MONUMENT, D | | | 0058 621-01004 1.000 EACH| 701.97000 701.97| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06574 8909.530 m2 | 3.83000 34123.50| | SODDING | | | 0060 714-93641 242.100 m | 1010.41000 244620.26| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0061 714-97799 LUMP| 170859.84000 170859.84| | RETAINING WALL, RECONSTRUCT , LINE NER | | | 0062 714-97799 LUMP| 170859.84000 170859.84| | RETAINING WALL, RECONSTRUCT , LINE SER | | | 0064 715-05149 757.600 m | 116.99000 88631.62| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 117.500 m | 138.27000 16246.73| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 27.500 m | 202.08000 5557.20| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05154 14.000 m | 256.32000 3588.48| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 715-05422 91.600 m | 292.49000 26792.08| | PIPE, SLOTTED DRAIN, 300 mm | | | 0070 715-46000 5.000 EACH| 398.85000 1994.25| | PIPE END SECTION, 300 mm | | | 0071 715-95092 300.000 m | 212.72000 63816.00| | SLOTTED DRAIN, 300 mm , TEMPORARY | | | 0072 718-52610 435.890 m3 | 34.48000 15029.49| | AGGREGATE FOR UNDERDRAINS | | | 0073 718-99153 9219.700 m2 | 0.40000 3687.88| | GEOTEXTILES FOR UNDERDRAIN | | | 0074 720-44000 9.000 EACH| 531.79000 4786.11| | CASTING, ADJUST TO GRADE | | | 0075 720-44296 24.000 EACH| 957.23000 22973.52| | CAP INLET | | | 0076 720-45041 11.000 EACH| 5914.62000 65060.82| | INLET, H5 | | | 0077 720-45045 10.000 EACH| 2791.92000 27919.20| | INLET, J10 | | | 0078 720-45055 12.000 EACH| 2855.74000 34268.88| | INLET, M10 | | | 0079 720-45085 3.000 EACH| 3733.20000 11199.60| | INLET, T14 | | | 0080 720-45250 2.000 EACH| 3594.93000 7189.86| | CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 720-45410 1.000 EACH| 2629.19000 2629.19| | MANHOLE, C4 | | | 0082 720-94612 10.000 EACH| 3935.28000 39352.80| | MANHOLE, K4 | | | 0083 720-94906 13.000 EACH| 3126.95000 40650.35| | INLET, X5 | | | 0084 720-95422 2.000 EACH| 4124.60000 8249.20| | MANHOLE, J4 | | | 0085 720-98174 1.000 EACH| 3762.98000 3762.98| | INLET, B15 | | | 0086 720-98555 3.000 EACH| 3762.98000 11288.94| | INLET, C15 | | | 0087 731-03914 631.000 m2 | 58.23000 36743.13| | FACE PANEL, WIRE | | | 0088 731-93945 1622.200 m2 | 138.61000 224853.14| | FACE PANELS, CONCRETE | | | 0089 731-93946 1622.200 m2 | 137.52000 223084.94| | WALL ERECTION | | | 0090 731-93946 631.000 m2 | 69.13000 43621.03| | WALL ERECTION ,WIRE | | | 0091 731-93947 660.000 m | 97.14000 64112.40| | LEVELING PAD, CONCRETE | | | 0092 801-03290 12.000 EACH| 420.12000 5041.44| | CONSTRUCTION SIGN, C | | | 0093 801-03291 2.000 EACH| 164.86000 329.72| | CONSTRUCTION SIGN, D | | | 0094 801-06201 85.500 m2 | 142.86000 12214.53| | TEMPORARY PANEL SIGNS | | | 0095 801-06202 96.000 m | 44.59000 4280.64| | TEMPORARY PANEL SIGN SUPPORTS | | | 0096 801-06203 14456.250 m | 0.50000 7228.13| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06606 15.000 EACH| 244.63000 3669.45| | BARRICADE, IIIB | | | 0098 801-06640 62.000 EACH| 207.40000 12858.80| | CONSTRUCTION SIGN, A | | | 0099 801-06645 22.000 EACH| 61.69000 1357.18| | CONSTRUCTION SIGN, B | | | 0100 801-06710 360.000 DAY | 14.89000 5360.40| | FLASHING ARROW SIGN | | | 0101 801-06775 LUMP| 385114.92000 385114.92| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 802-05701 54.400 m | 31.80000 1729.92| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-05702 58.800 m | 27.29000 1604.65| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0104 802-76015 11.750 m2 | 175.78000 2065.42| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0105 802-76025 7.840 m2 | 125.57000 984.47| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 17.570 m2 | 126.74000 2226.82| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 802-76045 2.300 m2 | 171.20000 393.76| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0108 803-02310 1344.000 kg | 2.61000 3507.84| | REINFORCING STEEL, SIGN FOUNDATION | | | 0109 803-06031 16.200 m3 | 541.37000 8770.19| | SIGN FOUNDATIONS, CONCRETE | | | 0110 803-76140 2.000 EACH| 13323.18000 26646.36| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0111 803-76175 8.400 m | 529.58000 4448.47| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0112 803-91084 1.000 EACH| 372.61000 372.61| | OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0113 805-01815 4.000 EACH| 1892.26000 7569.04| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 7.000 EACH| 629.55000 4406.85| | HANDHOLE, SIGNAL | | | 0115 805-01861 94.000 m | 4.89000 459.66| | SIGNAL CABLE, INTERCONNECT, 12C/19 | | | 0116 805-02152 4.000 EACH| 361.89000 1447.56| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0117 805-02328 1352.000 m | 0.94000 1270.88| | SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 805-02596 1.000 EACH| 191.07000 191.07| | CONDUIT RISER WITH WEATHERHEAD, STEEL | | | 0119 805-03391 52.000 WK | 954.62000 49640.24| | TRUCK, TOW | | | 0120 805-04602 1.000 EACH| 447.31000 447.31| | CONTROLLER, REWIRE | | | 0121 805-06592 1541.000 m | 28.86000 44473.26| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0122 805-78100 1.000 EACH| 10949.58000 10949.58| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 7.000 EACH| 468.81000 3281.67| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0124 805-78215 5.000 EACH| 468.81000 2344.05| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0125 805-78230 3.000 EACH| 707.12000 2121.36| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0126 805-78415 4.000 EACH| 1340.99000 5363.96| | SPAN, CATENARY, AND TETHER | | | 0127 805-78420 4.000 EACH| 203.12000 812.48| | DISCONNECT HANGER | | | 0128 805-78445 1.000 EACH| 465.76000 465.76| | SIGNAL SERVICE | | | 0129 805-78467 12.000 m | 4.28000 51.36| | SIGNAL CABLE, 3C 8GA. | | | 0130 805-78480 378.000 m | 2.75000 1039.50| | SIGNAL CABLE, 3C 14GA. | | | 0131 805-78485 516.000 m | 2.99000 1542.84| | SIGNAL CABLE, 5C 14GA. | | | 0132 805-78490 441.000 m | 3.35000 1477.35| | SIGNAL CABLE, 7C 14GA. | | | 0133 805-78510 2109.000 m | 2.64000 5567.76| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0134 805-78785 10.000 EACH| 590.66000 5906.60| | SIGNAL DETECTOR HOUSING | | | 0135 805-78795 438.000 m | 24.90000 10906.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 1.000 EACH| 931.51000 931.51| | CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 805-81060 4.000 EACH| 3010.39000 12041.56| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0138 805-86805 3.000 EACH| 1798.16000 5394.48| | SERVICE POINT, I | | | 0139 805-86900 17.000 EACH| 640.96000 10896.32| | JUNCTION BOX | | | 0140 805-86930 9.000 EACH| 6.29000 56.61| | INSULATING LINK, NOT WATERPROOFED | | | 0141 805-86935 8.000 EACH| 16.74000 133.92| | INSULATING LINK, WATERPROOFED | | | 0142 805-94295 12.000 EACH| 505.81000 6069.72| | SIGNAL HEAD, RELOCATE | | | 0143 805-96121 4.000 EACH| 155.98000 623.92| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0144 805-98335 133.000 m | 14.26000 1896.58| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0145 805-98336 60.500 m | 14.26000 862.73| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0146 807-02191 11.000 EACH| 305.46000 3360.06| | HANDHOLE, LIGHTING | | | 0147 807-04653 17.000 EACH| 307.53000 5228.01| | LIGHTING FOUNDATION IN CONCRETE BARRIER | | | 0148 807-82016 3.000 EACH| 738.47000 2215.41| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0149 807-82017 1.000 EACH| 744.32000 744.32| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0150 807-86790 9.000 EACH| 385.64000 3470.76| | LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0151 807-86910 3.000 EACH| 31.07000 93.21| | CONNECTOR KIT, UNFUSED | | | 0152 807-86915 6.000 EACH| 32.24000 193.44| | CONNECTOR KIT, FUSED | | | 0153 807-86950 3.000 EACH| 47.70000 143.10| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0154 807-86955 6.000 EACH| 168.75000 1012.50| | CABLE DUCT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 808-03002 899.890 m | 17.34000 15604.09| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0156 808-03631 2688.900 m | 4.36000 11723.60| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0157 808-03632 1815.600 m | 4.36000 7916.02| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0158 808-04896 10.000 m | 17.34000 173.40| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0159 808-05534 794.000 m | 29.14000 23137.16| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0160 808-05535 53.000 m | 79.34000 4205.02| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0161 808-06701 62.750 m | 2.50000 156.88| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 599.000 m | 1.31000 784.69| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06716 3875.000 m | 1.60000 6200.00| | LINE, REMOVE | | | 0164 808-74805 80.000 m | 79.34000 6347.20| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0165 808-74807 15.000 EACH| 408.42000 6126.30| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0166 808-74808 8.000 EACH| 474.36000 3794.88| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0167 808-75245 132.000 m | 1.40000 184.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0168 808-75320 17.000 EACH| 58.50000 994.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0169 808-75325 8.000 EACH| 79.77000 638.16| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0170 808-94455 129.000 m | 22.65000 2921.85| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 180 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,127,837.27 (A + B) ROUTE : SR 66 CALL ORDER : 180 CONTRACT ID : R -25712-A COUNTIES : VANDERBURGH LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 203-02000 1100.000 m3 | 27.51000 30261.00| | EXCAVATION, COMMON | | | 0172 703-03489 578.000 EACH| 5.89000 3404.42| | TIE BAR, RETROFIT | | | 0173 305-05204 15.000 Mg | 103.00000 1545.00| | HMA FOR PATCHING | | | 0174 805-03391 35.000 WK | 954.62000 33411.70| | TRUCK, TOW | | | 0175 715-05203 2281.000 m | 7.62000 17381.22| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | SECTION TOTALS | A = $ 8,663,849.52| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 14,423,849.52| | ==================================================================================================================================== CONTRACT DAYS 240 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 190 CONTRACT ID : R -25761-A COUNTIES : WAYNE LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 691,791.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641100 6401100 0641100 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 33,973,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 36,202,107.10 106.5614% 3 35-1139301 E & B PAVING, INC. $ 36,270,368.66 106.7623% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 38,189,195.18 112.4104% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGNS, MODERNIZATION | | | 0001 105-01925 24.000 MOS | 1600.00000 38400.00| 2500.00000 60000.00| 1900.00000 45600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 240000.00000 240000.00| 400000.00000 400000.00| 372000.00000 372000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1690000.00000 1690000.00| 2090000.00000 2090000.00| 1813500.00000 1813500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 100.00000 100.00| 100000.00000 100000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP| 100.00000 100.00| 50000.00000 50000.00| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0006 110-01001 LUMP| 100.00000 100.00| 100000.00000 100000.00| 89000.00000 89000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0007 110-01001 LUMP| 100.00000 100.00| 100000.00000 100000.00| 101000.00000 101000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0008 110-01001 LUMP| 100.00000 100.00| 20000.00000 20000.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0009 110-01001 LUMP| 100.00000 100.00| 20000.00000 20000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 110-01001 LUMP| 100.00000 100.00| 20000.00000 20000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 7 | | | 0011 201-52370 LUMP| 338000.00000 338000.00| 360000.00000 360000.00| 362000.00000 362000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 54949.400 m2 | 8.00000 439595.20| 4.55000 250019.77| 4.30000 236282.42 PAVEMENT, REMOVE | | | 0013 202-02241 13233.920 m | 10.00000 132339.20| 5.89000 77947.79| 9.00000 119105.28 GUARDRAIL, REMOVE | | | 0014 202-02271 140.000 EACH| 130.00000 18200.00| 278.30000 38962.00| 267.00000 37380.00 HEADWALL, REMOVE | | | 0015 202-02272 4164.000 m | 8.00000 33312.00| 8.01000 33353.64| 6.80000 28315.20 PAVED SIDE DITCH, REMOVE | | | 0016 202-02772 58.000 EACH| 115.00000 6670.00| 63.27000 3669.66| 97.00000 5626.00 CASTING, REMOVE | | | 0017 202-51133 3828.300 m | 7.00000 26798.10| 0.06000 229.70| 5.00000 19141.50 RAILING, REMOVE | | | 0018 202-51328 LUMP| 85000.00000 85000.00| 160759.64000 160759.64| 210000.00000 210000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0019 202-51328 LUMP| 50000.00000 50000.00| 47936.61000 47936.61| 165000.00000 165000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0020 202-51328 LUMP| 235000.00000 235000.00| 191072.61000 191072.61| 255000.00000 255000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0021 202-51328 LUMP| 198000.00000 198000.00| 200372.34000 200372.34| 288000.00000 288000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0022 202-51328 LUMP| 6000.00000 6000.00| 14892.99000 14892.99| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0023 202-51328 LUMP| 42000.00000 42000.00| 46725.00000 46725.00| 121000.00000 121000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0024 202-51328 LUMP| 5000.00000 5000.00| 6322.16000 6322.16| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0025 202-51822 17600.700 m2 | 5.00000 88003.50| 2.93000 51570.05| 5.00000 88003.50 BRIDGE DECK OVERLAY, REMOVE | | | 0026 202-60820 121682.000 m2 | 0.40000 48672.80| 0.27000 32854.14| 0.38000 46239.16 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0027 202-60822 17474.800 m2 | 2.50000 43687.00| 3.20000 55919.36| 3.00000 52424.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0028 202-74040 18.000 EACH| 124.30000 2237.40| 130.84000 2355.12| 309.47000 5570.46 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0029 202-74045 41.000 EACH| 7.50000 307.50| 7.89000 323.49| 61.89000 2537.49 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0030 202-94749 1813.000 m | 6.00000 10878.00| 8.94000 16208.22| 6.00000 10878.00 CURB, ASPHALT, REMOVE | | | 0031 202-96133 793.000 m | 160.00000 126880.00| 29.87000 23686.91| 6.50000 5154.50 PIPE, REMOVE | | | 0032 203-02000 5171.000 m3 | 11.00000 56881.00| 17.48000 90389.08| 14.00000 72394.00 EXCAVATION, COMMON | | | 0033 203-02070 158234.000 m3 | 1.00000 158234.00| 6.45000 1020609.30| 11.00000 1740574.00 BORROW | | | 0034 203-02080 17.200 km | 12000.00000 206400.00| 9729.57000 167348.60| 1800.00000 30960.00 LINEAR GRADING , MAINLINE | | | 0035 203-02080 2.700 km | 12000.00000 32400.00| 15741.20000 42501.24| 2000.00000 5400.00 LINEAR GRADING , RAMPS | | | 0037 203-91878 33101.000 m | 9.00000 297909.00| 7.09000 234686.09| 26.00000 860626.00 LINEAR DITCH GRADING | | | 0038 205-06933 74.000 EACH| 60.00000 4440.00| 63.16000 4673.84| 60.00000 4440.00 TEMPORARY DITCH INLET PROTECTION | | | 0039 205-06937 9875.000 m | 4.84000 47795.00| 5.09000 50263.75| 5.45000 53818.75 TEMPORARY SILT FENCE | | | 0040 207-02045 46274.000 m3 | 11.00000 509014.00| 9.45000 437289.30| 10.00000 462740.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0041 211-02060 8118.000 m3 | 24.00000 194832.00| 26.89000 218293.02| 78.00000 633204.00 B BORROW FOR STRUCTURE BACKFILL | | | 0042 211-06467 198.300 m3 | 50.00000 9915.00| 82.73000 16405.36| 55.00000 10906.50 AGGREGATE FOR END BENT BACKFILL | | | 0043 213-52830 5.000 m3 | 300.00000 1500.00| 256.67000 1283.35| 300.00000 1500.00 FLOWABLE MORTAR | | | 0044 303-52308 36426.000 Mg | 22.00000 801372.00| 22.19000 808292.94| 21.11000 768952.86 COMPACTED AGGREGATE, O, 53 | | | 0045 305-05204 200.000 Mg | 110.00000 22000.00| 160.00000 32000.00| 111.64000 22328.00 HMA FOR PATCHING | | | 0046 305-05206 32248.000 Mg | 40.00000 1289920.00| 51.00000 1644648.00| 36.00000 1160928.00 WIDENING WITH HMA TEMPORARY | | | 0047 305-97019 180317.000 m2 | 2.50000 450792.50| 1.90000 342602.30| 1.70000 306538.90 RUBBLIZED PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 401-04605 215462.000 Mg | 40.00000 8618480.00| 42.00000 9049404.00| 37.25000 8025959.50 HMA PAVEMENT MIXTURES, WARRANTED | | | 0049 401-05459 77894.000 Mg | 36.00000 2804184.00| 35.50000 2765237.00| 34.00000 2648396.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0050 401-05463 39956.000 Mg | 37.00000 1478372.00| 38.25000 1528317.00| 35.25000 1408449.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0051 401-05464 14706.000 Mg | 39.00000 573534.00| 50.00000 735300.00| 45.00000 661770.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0052 401-05467 79615.000 m | 0.28000 22292.20| 0.39000 31049.85| 0.37000 29457.55 MILLED HMA CORRUGATIONS | | | 0054 405-05517 286.000 Mg | 320.00000 91520.00| 300.00000 85800.00| 300.00000 85800.00 ASPHALT FOR PRIME COAT | | | 0055 406-05520 227.000 Mg | 200.00000 45400.00| 175.00000 39725.00| 267.00000 60609.00 ASPHALT FOR TACK COAT | | | 0056 601-01522 37.000 EACH| 1200.00000 44400.00| 1289.44000 47709.28| 1200.00000 44400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-02206 587.000 m | 20.00000 11740.00| 20.68000 12139.16| 20.00000 11740.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0058 601-05999 33.000 EACH| 30.00000 990.00| 47.37000 1563.21| 30.00000 990.00 CURVED TERMINAL END | | | 0059 601-06246 4.000 EACH| 39300.00000 157200.00| 37156.78000 148627.12| 39300.00000 157200.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0060 601-94689 23.000 EACH| 2000.00000 46000.00| 2147.30000 49387.90| 2000.00000 46000.00 GUARDRAIL END TREATMENT, OS | | | 0061 601-94690 15.000 EACH| 3000.00000 45000.00| 3236.75000 48551.25| 3000.00000 45000.00 GUARDRAIL END TREATMENT, MS | | | 0062 601-97080 7.000 EACH| 2000.00000 14000.00| 2031.52000 14220.64| 2000.00000 14000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0063 601-99105 12982.000 m | 28.00000 363496.00| 31.21000 405168.22| 27.00000 350514.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0064 601-99108 1147.000 m | 44.00000 50468.00| 44.42000 50949.74| 44.00000 50468.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0065 601-99123 2.000 EACH| 1800.00000 3600.00| 2110.47000 4220.94| 1800.00000 3600.00 GUARDRAIL TRANSITION, GP | | | 0066 601-99123 1.000 EACH| 3600.00000 3600.00| 2157.83000 2157.83| 3600.00000 3600.00 GUARDRAIL TRANSITION, GP , MODIFIED | | | 0067 602-06639 955.000 m | 120.00000 114600.00| 118.00000 112690.00| 116.80000 111544.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0068 602-06646 11460.000 m | 85.00000 974100.00| 83.00000 951180.00| 81.36000 932385.60 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 602-06729 368.000 EACH| 6.00000 2208.00| 9.74000 3584.32| 7.00000 2576.00 BARRIER DELINEATOR | | | 0070 603-06040 3700.000 m | 20.00000 74000.00| 22.21000 82177.00| 17.50000 64750.00 FENCE, FARM FIELD, 1190 mm | | | 0071 605-06240 273.000 m2 | 60.00000 16380.00| 82.00000 22386.00| 110.25000 30098.25 CENTER CURB, A, CONCRETE | | | 0072 610-05527 488.000 Mg | 54.00000 26352.00| 100.00000 48800.00| 85.00000 41480.00 HMA FOR APPROACHES | | | 0073 610-06259 2576.500 m2 | 60.00000 154590.00| 74.65000 192335.73| 61.00000 157166.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0076 616-02320 24103.600 m2 | 2.00000 48207.20| 1.50000 36155.40| 2.00000 48207.20 GEOTEXTILES | | | 0077 616-05688 531.000 Mg | 24.00000 12744.00| 33.54000 17809.74| 39.00000 20709.00 RIPRAP, CLASS 1 | | | 0078 616-05689 525.000 Mg | 24.00000 12600.00| 31.86000 16726.50| 39.00000 20475.00 RIPRAP, CLASS 2 | | | 0079 616-06405 5206.300 Mg | 24.00000 124951.20| 33.63000 175087.87| 33.00000 171807.90 RIPRAP, REVETMENT | | | 0080 616-06451 269.000 Mg | 24.00000 6456.00| 27.82000 7483.58| 35.00000 9415.00 RIPRAP, UNIFORM | | | 0081 619-51859 LUMP| 100000.00000 100000.00| 95000.00000 95000.00| 96000.00000 96000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0082 619-51859 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0083 619-51859 LUMP| 90000.00000 90000.00| 125000.00000 125000.00| 90000.00000 90000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0084 619-61000 LUMP| 225000.00000 225000.00| 180000.00000 180000.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0085 619-61000 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 70000.00000 70000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0086 619-61000 LUMP| 215000.00000 215000.00| 180000.00000 180000.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0087 619-93423 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR. NO. 1 | | | 0088 619-93423 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR. NO. 2 | | | 0089 619-93423 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR. NO. 3 | | | 0090 621-01004 5.000 EACH| 1325.00000 6625.00| 1394.70000 6973.50| 670.00000 3350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 621-06545 57.200 Mg | 586.00000 33519.20| 616.82000 35282.10| 525.00000 30030.00 FERTILIZER | | | 0092 621-06548 559.000 kg | 44.00000 24596.00| 46.31000 25887.29| 51.50000 28788.50 SEED MIXTURE, CV | | | 0093 621-06553 12070.000 kg | 6.17000 74471.90| 6.49000 78334.30| 7.60000 91732.00 SEED MIXTURE, R | | | 0094 621-06565 286.000 Mg | 447.00000 127842.00| 470.51000 134565.86| 430.00000 122980.00 MULCHING MATERIAL | | | 0095 621-06567 878.000 kL | 0.55000 482.90| 0.58000 509.24| 1.00000 878.00 WATER | | | 0096 621-06574 4878.000 m2 | 5.25000 25609.50| 5.18000 25268.04| 3.70000 18048.60 SODDING | | | 0097 622-52436 18.000 EACH| 25.00000 450.00| 26.32000 473.76| 25.00000 450.00 SIGN, DO NOT MOW OR SPRAY | | | 0098 622-91786 5600.000 EACH| 4.52000 25312.00| 4.76000 26656.00| 7.50000 42000.00 SEEDLING | | | 0099 702-51005 266.500 m3 | 700.00000 186550.00| 1200.00000 319800.00| 950.00000 253175.00 CONCRETE, A, SUBSTRUCTURE | | | 0100 702-51863 21736.000 EACH| 6.00000 130416.00| 6.00000 130416.00| 5.00000 108680.00 FIELD DRILLED HOLE IN CONCRETE | | | 0103 703-90976 33660.000 kg | 1.30000 43758.00| 1.10000 37026.00| 1.28000 43084.80 REINFORCING STEEL, GRADE 60 | | | 0104 703-96177 342473.000 kg | 1.40000 479462.20| 1.20000 410967.60| 1.32000 452064.36 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0105 704-51002 664.900 m3 | 725.00000 482052.50| 800.00000 531920.00| 700.00000 465430.00 CONCRETE, C, SUPERSTRUCTURE | | | 0106 706-05732 16.000 EACH| 1000.00000 16000.00| 1000.00000 16000.00| 800.00000 12800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0107 706-05734 40.000 EACH| 1200.00000 48000.00| 1175.00000 47000.00| 950.00000 38000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0108 706-51025 151.800 m | 90.00000 13662.00| 170.00000 25806.00| 100.00000 15180.00 CONCRETE, C, RAILING | | | 0109 706-51025 3810.600 m | 95.00000 362007.00| 90.00000 342954.00| 84.50000 321995.70 CONCRETE, C, RAILING , 1145 HEIGHT | | | 0111 709-51821 LUMP| 14000.00000 14000.00| 9294.33000 9294.33| 5000.00000 5000.00 SURFACE SEAL , STR. NO. 1 | | | 0112 709-51821 LUMP| 9000.00000 9000.00| 8552.42000 8552.42| 7750.00000 7750.00 SURFACE SEAL , STR. NO. 2 | | | 0113 709-51821 LUMP| 17000.00000 17000.00| 11038.38000 11038.38| 4900.00000 4900.00 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 709-51821 LUMP| 20000.00000 20000.00| 13784.79000 13784.79| 5800.00000 5800.00 SURFACE SEAL , STR. NO. 4 | | | 0115 709-51821 LUMP| 3500.00000 3500.00| 2550.45000 2550.45| 1750.00000 1750.00 SURFACE SEAL , STR. NO. 5 | | | 0116 709-51821 LUMP| 6000.00000 6000.00| 6441.91000 6441.91| 3400.00000 3400.00 SURFACE SEAL , STR. NO. 6 | | | 0117 709-51821 LUMP| 2000.00000 2000.00| 1473.25000 1473.25| 1280.00000 1280.00 SURFACE SEAL , STR. NO. 7 | | | 0118 711-01772 7.000 EACH| 585.00000 4095.00| 566.30000 3964.10| 540.00000 3780.00 RETROFIT, 1 , FATIGUE | | | 0119 711-01772 460.000 EACH| 525.00000 241500.00| 630.00000 289800.00| 600.00000 276000.00 RETROFIT, 1 , COVERPLATE | | | 0121 711-01774 320.000 EACH| 800.00000 256000.00| 566.30000 181216.00| 538.00000 172160.00 RETROFIT, 2 , FATIGUE | | | 0122 711-01784 16.000 EACH| 1250.00000 20000.00| 425.25000 6804.00| 404.00000 6464.00 PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0123 711-01785 4.000 EACH| 52.00000 208.00| 23.16000 92.64| 50.00000 200.00 STRUCTURAL STEEL DRILLING, 37 mm, DIA. | | | HOLE | | | 0124 711-01786 4.000 EACH| 52.00000 208.00| 23.16000 92.64| 50.00000 200.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0125 711-01787 4.000 EACH| 52.00000 208.00| 23.16000 92.64| 50.00000 200.00 STRUCTURAL STEEL DRILLING, 50 mm DIA. | | | HOLE | | | 0126 711-01788 4.000 EACH| 52.00000 208.00| 23.16000 92.64| 50.00000 200.00 STRUCTURAL STEEL DRILLING, 31 mm, DIA. | | | DIAGONAL HOLE | | | 0127 711-51038 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 11000.00000 11000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0128 711-51038 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 35000.00000 35000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0129 711-51038 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 11000.00000 11000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0130 711-51038 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 18000.00000 18000.00 STRUCTURAL STEEL , STR. NO. 4 | | | 0131 711-51038 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 8000.00000 8000.00 STRUCTURAL STEEL , STR. NO. 6 | | | 0132 711-51864 84.000 EACH| 20.00000 1680.00| 23.16000 1945.44| 22.00000 1848.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 711-51877 LUMP| 25000.00000 25000.00| 10835.03000 10835.03| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 6 | | | 0134 711-51878 LUMP| 30000.00000 30000.00| 24482.35000 24482.35| 107000.00000 107000.00 JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 1 | | | 0135 711-51878 LUMP| 40000.00000 40000.00| 22337.05000 22337.05| 110000.00000 110000.00 JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 2 | | | 0136 711-51878 LUMP| 85000.00000 85000.00| 43340.10000 43340.10| 90000.00000 90000.00 JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 3 | | | 0137 711-51878 LUMP| 85000.00000 85000.00| 51569.93000 51569.93| 92000.00000 92000.00 JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 4 | | | 0138 711-91149 LUMP| 15000.00000 15000.00| 18980.74000 18980.74| 30000.00000 30000.00 STRAIGHTEN STEEL BEAM , STR. NO. 2 | | | 0139 711-96800 6624.000 EACH| 2.40000 15897.60| 2.74000 18149.76| 2.31000 15301.44 STUD SHEAR CONNECTOR | | | 0140 715-02397 2.000 EACH| 1800.00000 3600.00| 1720.91000 3441.82| 1800.00000 3600.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0141 715-03476 1.000 EACH| 1300.00000 1300.00| 1099.97000 1099.97| 1200.00000 1200.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0142 715-04611 14.000 EACH| 860.00000 12040.00| 526.25000 7367.50| 450.00000 6300.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0143 715-05048 13229.000 m | 5.00000 66145.00| 5.01000 66277.29| 7.50000 99217.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0144 715-05053 4818.000 m | 30.00000 144540.00| 30.53000 147093.54| 29.50000 142131.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0145 715-05138 72.500 m | 1000.00000 72500.00| 864.65000 62687.13| 1300.00000 94250.00 PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0146 715-05141 66.000 m | 1400.00000 92400.00| 1024.00000 67584.00| 1100.00000 72600.00 PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0147 715-05145 80.000 m | 1600.00000 128000.00| 1122.24000 89779.20| 1400.00000 112000.00 PIPE, TYPE 1, CIRCULAR, 2400 mm | | | 0148 715-05203 54836.000 m | 4.00000 219344.00| 4.00000 219344.00| 3.50000 191926.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0149 715-05263 54.000 m | 1600.00000 86400.00| 1139.24000 61518.96| 1200.00000 64800.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.73 | | | m2 | | | 0150 715-05268 77.500 m | 1400.00000 108500.00| 1165.07000 90292.93| 1400.00000 108500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.21 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 715-05276 107.500 m | 1650.00000 177375.00| 1498.51000 161089.83| 2000.00000 215000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.80 | | | m2 | | | 0152 715-05281 79.000 m | 2100.00000 165900.00| 1577.16000 124595.64| 1900.00000 150100.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.30 | | | m2 | | | 0153 715-05285 76.500 m | 1900.00000 145350.00| 1419.30000 108576.45| 1780.00000 136170.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.80 | | | m2 | | | 0154 715-05302 73.500 m | 2850.00000 209475.00| 2663.60000 195774.60| 3250.00000 238875.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 7.70 | | | m2 | | | 0155 715-05308 62.000 m | 3500.00000 217000.00| 2943.07000 182470.34| 3250.00000 201500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 9.40 | | | m2 | | | 0156 715-06358 2.000 EACH| 4700.00000 9400.00| 1108.92000 2217.84| 1500.00000 3000.00 CONCRETE ANCHOR, 1950 mm | | | 0157 715-06691 2.000 EACH| 5600.00000 11200.00| 1212.18000 2424.36| 1700.00000 3400.00 CONCRETE ANCHOR, 2400 mm | | | 0158 715-07139 2.000 EACH| 3500.00000 7000.00| 2069.65000 4139.30| 3750.00000 7500.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 2.73 m2 | | | 0159 715-07140 2.000 EACH| 4200.00000 8400.00| 2069.65000 4139.30| 3750.00000 7500.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 4.28 m2 | | | 0160 715-07142 2.000 EACH| 4900.00000 9800.00| 2069.65000 4139.30| 3750.00000 7500.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 4.42 m2 | | | 0161 715-07143 4.000 EACH| 1000.00000 4000.00| 559.99000 2239.96| 617.00000 2468.00 SAFETY METAL END SECTION, 6:1, 300 mm | | | 0162 715-07144 2.000 EACH| 9000.00000 18000.00| 1227.51000 2455.02| 2300.00000 4600.00 CONCRETE ANCHOR, MIN. AREA 9.22 m2 | | | 0163 715-07145 2.000 EACH| 8200.00000 16400.00| 1194.04000 2388.08| 2300.00000 4600.00 CONCRETE ANCHOR, MIN. AREA 7.63 m2 | | | 0164 715-07147 2.000 EACH| 6800.00000 13600.00| 1127.07000 2254.14| 1200.00000 2400.00 CONCRETE ANCHOR, MIN. AREA 4.87 m2 | | | 0165 715-07148 2.000 EACH| 6700.00000 13400.00| 1093.58000 2187.16| 1300.00000 2600.00 CONCRETE ANCHOR, MIN. AREA 3.81 m2 | | | 0166 715-07149 2.000 EACH| 6200.00000 12400.00| 1064.96000 2129.92| 1300.00000 2600.00 CONCRETE ANCHOR, MIN. AREA 3.21 m2 | | | 0167 715-07150 2.000 EACH| 5300.00000 10600.00| 1134.73000 2269.46| 1300.00000 2600.00 CONCRETE ANCHOR, 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 715-46000 52.000 EACH| 300.00000 15600.00| 249.62000 12980.24| 230.00000 11960.00 PIPE END SECTION, 300 mm | | | 0169 715-46010 4.000 EACH| 375.00000 1500.00| 367.85000 1471.40| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0170 715-46020 4.000 EACH| 450.00000 1800.00| 505.09000 2020.36| 384.00000 1536.00 PIPE END SECTION, 600 mm | | | 0171 715-46040 25.000 EACH| 800.00000 20000.00| 925.82000 23145.50| 568.00000 14200.00 PIPE END SECTION, 900 mm | | | 0172 715-91361 369.000 m | 150.00000 55350.00| 174.75000 64482.75| 124.00000 45756.00 PIPE, PVC, 150 mm | | | 0173 715-97692 6.000 EACH| 6200.00000 37200.00| 8145.69000 48874.14| 5800.00000 34800.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0174 716-93857 44.500 m | 1700.00000 75650.00| 1655.13000 73653.29| 246.00000 10947.00 PIPE, JACKED, 600 mm | | | 0175 718-06526 1124.400 Mg | 40.00000 44976.00| 66.00000 74210.40| 50.00000 56220.00 HMA FOR UNDERDRAINS | | | 0176 718-06528 435.000 EACH| 600.00000 261000.00| 621.03000 270148.05| 450.00000 195750.00 OUTLET PROTECTOR, 1 | | | 0177 718-06532 4000.000 m | 3.00000 12000.00| 3.58000 14320.00| 2.50000 10000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0178 718-52610 15383.000 m3 | 27.00000 415341.00| 33.16000 510100.28| 15.00000 230745.00 AGGREGATE FOR UNDERDRAINS | | | 0179 720-44000 1.000 EACH| 1500.00000 1500.00| 428.22000 428.22| 484.31000 484.31 CASTING, ADJUST TO GRADE | | | 0180 720-44296 84.000 EACH| 650.00000 54600.00| 548.16000 46045.44| 500.00000 42000.00 CAP INLET | | | 0181 722-51401 911.000 m2 | 250.00000 227750.00| 290.00000 264190.00| 170.00000 154870.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0182 722-51842 19649.600 m2 | 45.00000 884232.00| 45.83000 900541.17| 37.00000 727035.20 BRIDGE DECK OVERLAY | | | 0183 722-51846 188.400 m3 | 395.00000 74418.00| 395.00000 74418.00| 395.00000 74418.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0184 722-51852 2727.000 m2 | 70.00000 190890.00| 55.00000 149985.00| 55.00000 149985.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0185 724-51925 193.500 m | 250.00000 48375.00| 367.01000 71016.44| 305.00000 59017.50 STRUCTURAL EXPANSION JOINT, SS | | | 0186 724-51927 74.300 m | 2000.00000 148600.00| 2296.14000 170603.20| 2000.00000 148600.00 EXPANSION JOINT, M | | | 0187 726-92406 16.000 EACH| 1250.00000 20000.00| 1000.00000 16000.00| 1350.00000 21600.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 726-92406 14.000 EACH| 500.00000 7000.00| 1000.00000 14000.00| 1350.00000 18900.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 2 | | | 0189 726-92406 48.000 EACH| 700.00000 33600.00| 1000.00000 48000.00| 1350.00000 64800.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 3 | | | 0190 726-92406 36.000 EACH| 650.00000 23400.00| 1000.00000 36000.00| 1400.00000 50400.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 4 | | | 0191 726-92406 28.000 EACH| 450.00000 12600.00| 1000.00000 28000.00| 1400.00000 39200.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 6 | | | 0192 726-92406 32.000 EACH| 1700.00000 54400.00| 1000.00000 32000.00| 1350.00000 43200.00 BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 1 | | | 0193 726-92406 96.000 EACH| 750.00000 72000.00| 1000.00000 96000.00| 1350.00000 129600.00 BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 3 | | | 0194 726-92406 60.000 EACH| 750.00000 45000.00| 1000.00000 60000.00| 1400.00000 84000.00 BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 4 | | | 0195 726-92406 14.000 EACH| 550.00000 7700.00| 1000.00000 14000.00| 1400.00000 19600.00 BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 6 | | | 0196 726-92406 16.000 EACH| 1050.00000 16800.00| 1000.00000 16000.00| 1400.00000 22400.00 BEARING ASSEMBLY, ELASTOMERIC , EB-3, | | | STR. NO. 4 | | | 0197 726-92406 8.000 EACH| 1950.00000 15600.00| 1000.00000 8000.00| 1400.00000 11200.00 BEARING ASSEMBLY, ELASTOMERIC , EB-4, | | | STR. NO. 4 | | | 0198 726-92406 12.000 EACH| 950.00000 11400.00| 1000.00000 12000.00| 1400.00000 16800.00 BEARING ASSEMBLY, ELASTOMERIC , EB-5, | | | STR. NO. 4 | | | 0199 726-92406 12.000 EACH| 1050.00000 12600.00| 1000.00000 12000.00| 1400.00000 16800.00 BEARING ASSEMBLY, ELASTOMERIC , EB-6, | | | STR. NO. 4 | | | 0200 729-51875 1.000 m2 | 1200.00000 1200.00| 2000.00000 2000.00| 900.00000 900.00 CONCRETE, A, PATCHING | | | 0201 801-01093 2.000 EACH| 3500.00000 7000.00| 4710.39000 9420.78| 1500.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 801-03290 6.000 EACH| 1250.00000 7500.00| 310.52000 1863.12| 428.00000 2568.00 CONSTRUCTION SIGN, C | | | 0203 801-06203 227925.000 m | 1.00000 227925.00| 0.35000 79773.75| 0.33000 75215.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0204 801-06605 6.000 EACH| 500.00000 3000.00| 399.99000 2399.94| 300.00000 1800.00 BARRICADE, IIIA | | | 0205 801-06606 6.000 EACH| 600.00000 3600.00| 499.99000 2999.94| 350.00000 2100.00 BARRICADE, IIIB | | | 0206 801-06640 45.000 EACH| 235.00000 10575.00| 184.21000 8289.45| 185.00000 8325.00 CONSTRUCTION SIGN, A | | | 0207 801-06645 27.000 EACH| 50.00000 1350.00| 57.89000 1563.03| 50.00000 1350.00 CONSTRUCTION SIGN, B | | | 0208 801-06710 1450.000 DAY | 16.00000 23200.00| 14.74000 21373.00| 16.00000 23200.00 FLASHING ARROW SIGN | | | 0209 801-06775 LUMP| 221313.13000 221313.13| 200000.00000 200000.00| 900000.00000 900000.00 MAINTAINING TRAFFIC | | | 0210 802-04893 22.000 EACH| 60.00000 1320.00| 63.16000 1389.52| 155.00000 3410.00 REFERENCE POST | | | 0211 802-05701 39.500 m | 20.70000 817.65| 21.79000 860.71| 52.54000 2075.33 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0212 802-05702 55.200 m | 11.30000 623.76| 11.89000 656.33| 47.21000 2605.99 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0213 802-07057 125.855 m2 | 151.69000 19090.94| 159.69000 20097.78| 153.89000 19367.83 SIGN, PANEL, WITH LEGEND | | | 0216 802-07138 2.000 EACH| 193.40000 386.80| 203.58000 407.16| 295.40000 590.80 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0217 802-76035 0.720 m2 | 106.99000 77.03| 112.63000 81.09| 239.57000 172.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0218 802-76065 1.500 m | 10.39000 15.59| 10.95000 16.43| 14.30000 21.45 SIGN POST, B | | | 0219 802-76095 4377.900 kg | 3.90000 17073.81| 4.11000 17993.17| 4.16000 18212.06 STRUCTURAL STEEL, BREAKAWAY | | | 0220 804-06725 478.000 EACH| 15.50000 7409.00| 17.89000 8551.42| 15.50000 7409.00 DELINEATOR WITH POST, D1, 75 mm | | | 0221 805-05406 1.000 EACH| 24800.00000 49600.00| 26104.48000 52208.96| 20160.87000 40321.74 DATA COLLECTION SITE , 4 LANE | | | 0222 808-03631 1964.000 m | 7.67000 15063.88| 6.84000 13433.76| 7.67000 15063.88 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0223 808-03632 1964.000 m | 7.67000 15063.88| 6.84000 13433.76| 7.67000 15063.88 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0224 808-06702 8637.000 m | 1.00000 8637.00| 1.26000 10882.62| 1.00000 8637.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0225 808-06703 35218.000 m | 0.76000 26765.68| 1.00000 35218.00| 0.76000 26765.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0226 808-06705 1353.000 m | 5.00000 6765.00| 3.16000 4275.48| 5.00000 6765.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0227 808-74811 491.000 m | 7.67000 3765.97| 24.21000 11887.11| 7.67000 3765.97 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0228 808-75215 60.000 m | 10.00000 600.00| 4.74000 284.40| 10.00000 600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0229 808-75245 35138.000 m | 0.76000 26704.88| 1.00000 35138.00| 0.76000 26704.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0230 808-75272 210.000 m | 15.00000 3150.00| 9.47000 1988.70| 15.00000 3150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0231 808-75297 16.000 m | 20.00000 320.00| 9.47000 151.52| 20.00000 320.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0232 808-75998 1967.000 EACH| 21.50000 42290.50| 22.63000 44513.21| 21.50000 42290.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0233 801-06207 50000.000 m | 4.00000 200000.00| 3.24000 162000.00| 2.90000 145000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0234 402-05488 11236.000 Mg | 32.00000 359552.00| 45.00000 505620.00| 37.00000 415732.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0235 802-07151 16.000 EACH| 183.60000 2937.60| 193.26000 3092.16| 295.40000 4726.40 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0236 802-07152 2.000 EACH| 219.50000 439.00| 231.05000 462.10| 295.40000 590.80 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0237 802-07153 7.000 EACH| 230.70000 1614.90| 242.83000 1699.81| 295.40000 2067.80 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0238 802-07154 4.000 EACH| 232.60000 930.40| 244.84000 979.36| 295.40000 1181.60 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0239 611-52817 4.000 EACH| 16000.00000 64000.00| 20077.17000 80308.68| 30000.00000 120000.00 TEMPORARY CROSSOVER, B | | | SECTION TOTALS | $ 33,973,000.00| $ 36,202,107.10| $ 36,270,368.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,973,000.00| $ 36,202,107.10| $ 36,270,368.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 SIGNS, MODERNIZATION | | | 0001 105-01925 24.000 MOS | 2400.00000 57600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 410000.00000 410000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2400000.00000 2400000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 63000.00000 63000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP| 32000.00000 32000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0006 110-01001 LUMP| 134000.00000 134000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0007 110-01001 LUMP| 134000.00000 134000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0008 110-01001 LUMP| 11000.00000 11000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0009 110-01001 LUMP| 36000.00000 36000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 6 | | | 0010 110-01001 LUMP| 6000.00000 6000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 7 | | | 0011 201-52370 LUMP| 311500.00000 311500.00| | CLEARING RIGHT OF WAY | | | 0012 202-02240 54949.400 m2 | 5.30000 291231.82| | PAVEMENT, REMOVE | | | 0013 202-02241 13233.920 m | 5.75000 76095.04| | GUARDRAIL, REMOVE | | | 0014 202-02271 140.000 EACH| 285.00000 39900.00| | HEADWALL, REMOVE | | | 0015 202-02272 4164.000 m | 7.25000 30189.00| | PAVED SIDE DITCH, REMOVE | | | 0016 202-02772 58.000 EACH| 100.00000 5800.00| | CASTING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 202-51133 3828.300 m | 1.60000 6125.28| | RAILING, REMOVE | | | 0018 202-51328 LUMP| 107000.00000 107000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0019 202-51328 LUMP| 48000.00000 48000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0020 202-51328 LUMP| 275000.00000 275000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0021 202-51328 LUMP| 275000.00000 275000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0022 202-51328 LUMP| 12500.00000 12500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0023 202-51328 LUMP| 64000.00000 64000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0024 202-51328 LUMP| 10500.00000 10500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0025 202-51822 17600.700 m2 | 3.20000 56322.24| | BRIDGE DECK OVERLAY, REMOVE | | | 0026 202-60820 121682.000 m2 | 0.60000 73009.20| | SURFACE MILLING, ASPHALT | | | 0027 202-60822 17474.800 m2 | 1.25000 21843.50| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0028 202-74040 18.000 EACH| 130.00000 2340.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0029 202-74045 41.000 EACH| 8.00000 328.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0030 202-94749 1813.000 m | 6.00000 10878.00| | CURB, ASPHALT, REMOVE | | | 0031 202-96133 793.000 m | 7.00000 5551.00| | PIPE, REMOVE | | | 0032 203-02000 5171.000 m3 | 15.50000 80150.50| | EXCAVATION, COMMON | | | 0033 203-02070 158234.000 m3 | 15.30000 2420980.20| | BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 203-02080 17.200 km | 1900.00000 32680.00| | LINEAR GRADING , MAINLINE | | | 0035 203-02080 2.700 km | 2100.00000 5670.00| | LINEAR GRADING , RAMPS | | | 0037 203-91878 33101.000 m | 32.00000 1059232.00| | LINEAR DITCH GRADING | | | 0038 205-06933 74.000 EACH| 64.00000 4736.00| | TEMPORARY DITCH INLET PROTECTION | | | 0039 205-06937 9875.000 m | 5.00000 49375.00| | TEMPORARY SILT FENCE | | | 0040 207-02045 46274.000 m3 | 10.25000 474308.50| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0041 211-02060 8118.000 m3 | 83.00000 673794.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0042 211-06467 198.300 m3 | 125.00000 24787.50| | AGGREGATE FOR END BENT BACKFILL | | | 0043 213-52830 5.000 m3 | 240.00000 1200.00| | FLOWABLE MORTAR | | | 0044 303-52308 36426.000 Mg | 20.00000 728520.00| | COMPACTED AGGREGATE, O, 53 | | | 0045 305-05204 200.000 Mg | 125.00000 25000.00| | HMA FOR PATCHING | | | 0046 305-05206 32248.000 Mg | 44.00000 1418912.00| | WIDENING WITH HMA TEMPORARY | | | 0047 305-97019 180317.000 m2 | 1.95000 351618.15| | RUBBLIZED PCCP | | | 0048 401-04605 215462.000 Mg | 36.50000 7864363.00| | HMA PAVEMENT MIXTURES, WARRANTED | | | 0049 401-05459 77894.000 Mg | 34.10000 2656185.40| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0050 401-05463 39956.000 Mg | 34.00000 1358504.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0051 401-05464 14706.000 Mg | 36.00000 529416.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0052 401-05467 79615.000 m | 0.40000 31846.00| | MILLED HMA CORRUGATIONS | | | 0054 405-05517 286.000 Mg | 300.00000 85800.00| | ASPHALT FOR PRIME COAT | | | 0055 406-05520 227.000 Mg | 180.00000 40860.00| | ASPHALT FOR TACK COAT | | | 0056 601-01522 37.000 EACH| 1300.00000 48100.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 601-02206 587.000 m | 20.00000 11740.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0058 601-05999 33.000 EACH| 48.00000 1584.00| | CURVED TERMINAL END | | | 0059 601-06246 4.000 EACH| 35700.00000 142800.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0060 601-94689 23.000 EACH| 2100.00000 48300.00| | GUARDRAIL END TREATMENT, OS | | | 0061 601-94690 15.000 EACH| 3250.00000 48750.00| | GUARDRAIL END TREATMENT, MS | | | 0062 601-97080 7.000 EACH| 2050.00000 14350.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0063 601-99105 12982.000 m | 31.50000 408933.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0064 601-99108 1147.000 m | 45.00000 51615.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0065 601-99123 2.000 EACH| 2150.00000 4300.00| | GUARDRAIL TRANSITION, GP | | | 0066 601-99123 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL TRANSITION, GP , MODIFIED | | | 0067 602-06639 955.000 m | 105.00000 100275.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0068 602-06646 11460.000 m | 83.00000 951180.00| | TEMPORARY CONCRETE BARRIER | | | 0069 602-06729 368.000 EACH| 8.00000 2944.00| | BARRIER DELINEATOR | | | 0070 603-06040 3700.000 m | 22.50000 83250.00| | FENCE, FARM FIELD, 1190 mm | | | 0071 605-06240 273.000 m2 | 72.00000 19656.00| | CENTER CURB, A, CONCRETE | | | 0072 610-05527 488.000 Mg | 73.00000 35624.00| | HMA FOR APPROACHES | | | 0073 610-06259 2576.500 m2 | 90.00000 231885.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0076 616-02320 24103.600 m2 | 2.30000 55438.28| | GEOTEXTILES | | | 0077 616-05688 531.000 Mg | 41.00000 21771.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 616-05689 525.000 Mg | 41.00000 21525.00| | RIPRAP, CLASS 2 | | | 0079 616-06405 5206.300 Mg | 34.50000 179617.35| | RIPRAP, REVETMENT | | | 0080 616-06451 269.000 Mg | 37.50000 10087.50| | RIPRAP, UNIFORM | | | 0081 619-51859 LUMP| 104900.00000 104900.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0082 619-51859 LUMP| 33183.00000 33183.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0083 619-51859 LUMP| 98500.00000 98500.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0084 619-61000 LUMP| 224790.00000 224790.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0085 619-61000 LUMP| 80250.00000 80250.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0086 619-61000 LUMP| 224800.00000 224800.00| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0087 619-93423 LUMP| 3750.00000 3750.00| | POLLUTION CONTROL , STR. NO. 1 | | | 0088 619-93423 LUMP| 3750.00000 3750.00| | POLLUTION CONTROL , STR. NO. 2 | | | 0089 619-93423 LUMP| 3750.00000 3750.00| | POLLUTION CONTROL , STR. NO. 3 | | | 0090 621-01004 5.000 EACH| 1500.00000 7500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0091 621-06545 57.200 Mg | 625.00000 35750.00| | FERTILIZER | | | 0092 621-06548 559.000 kg | 47.00000 26273.00| | SEED MIXTURE, CV | | | 0093 621-06553 12070.000 kg | 6.50000 78455.00| | SEED MIXTURE, R | | | 0094 621-06565 286.000 Mg | 475.00000 135850.00| | MULCHING MATERIAL | | | 0095 621-06567 878.000 kL | 0.60000 526.80| | WATER | | | 0096 621-06574 4878.000 m2 | 5.25000 25609.50| | SODDING | | | 0097 622-52436 18.000 EACH| 25.00000 450.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 622-91786 5600.000 EACH| 4.85000 27160.00| | SEEDLING | | | 0099 702-51005 266.500 m3 | 1284.50000 342319.25| | CONCRETE, A, SUBSTRUCTURE | | | 0100 702-51863 21736.000 EACH| 9.63000 209317.68| | FIELD DRILLED HOLE IN CONCRETE | | | 0103 703-90976 33660.000 kg | 1.34000 45104.40| | REINFORCING STEEL, GRADE 60 | | | 0104 703-96177 342473.000 kg | 1.50000 513709.50| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0105 704-51002 664.900 m3 | 856.33000 569373.82| | CONCRETE, C, SUPERSTRUCTURE | | | 0106 706-05732 16.000 EACH| 1177.45000 18839.20| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0107 706-05734 40.000 EACH| 1284.50000 51380.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0108 706-51025 151.800 m | 107.04000 16248.67| | CONCRETE, C, RAILING | | | 0109 706-51025 3810.600 m | 133.80000 509858.28| | CONCRETE, C, RAILING , 1145 HEIGHT | | | 0111 709-51821 LUMP| 16056.19000 16056.19| | SURFACE SEAL , STR. NO. 1 | | | 0112 709-51821 LUMP| 10168.92000 10168.92| | SURFACE SEAL , STR. NO. 2 | | | 0113 709-51821 LUMP| 17126.60000 17126.60| | SURFACE SEAL , STR. NO. 3 | | | 0114 709-51821 LUMP| 21408.26000 21408.26| | SURFACE SEAL , STR. NO. 4 | | | 0115 709-51821 LUMP| 3746.44000 3746.44| | SURFACE SEAL , STR. NO. 5 | | | 0116 709-51821 LUMP| 6957.68000 6957.68| | SURFACE SEAL , STR. NO. 6 | | | 0117 709-51821 LUMP| 2676.03000 2676.03| | SURFACE SEAL , STR. NO. 7 | | | 0118 711-01772 7.000 EACH| 642.25000 4495.75| | RETROFIT, 1 , FATIGUE | | | 0119 711-01772 460.000 EACH| 679.71000 312666.60| | RETROFIT, 1 , COVERPLATE | | | 0121 711-01774 320.000 EACH| 642.25000 205520.00| | RETROFIT, 2 , FATIGUE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 711-01784 16.000 EACH| 481.69000 7707.04| | PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0123 711-01785 4.000 EACH| 28.90000 115.60| | STRUCTURAL STEEL DRILLING, 37 mm, DIA. | | | HOLE | | | 0124 711-01786 4.000 EACH| 28.90000 115.60| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0125 711-01787 4.000 EACH| 28.90000 115.60| | STRUCTURAL STEEL DRILLING, 50 mm DIA. | | | HOLE | | | 0126 711-01788 4.000 EACH| 28.90000 115.60| | STRUCTURAL STEEL DRILLING, 31 mm, DIA. | | | DIAGONAL HOLE | | | 0127 711-51038 LUMP| 5352.06000 5352.06| | STRUCTURAL STEEL , STR. NO. 1 | | | 0128 711-51038 LUMP| 21408.26000 21408.26| | STRUCTURAL STEEL , STR. NO. 2 | | | 0129 711-51038 LUMP| 12844.95000 12844.95| | STRUCTURAL STEEL , STR. NO. 3 | | | 0130 711-51038 LUMP| 21408.26000 21408.26| | STRUCTURAL STEEL , STR. NO. 4 | | | 0131 711-51038 LUMP| 7492.89000 7492.89| | STRUCTURAL STEEL , STR. NO. 6 | | | 0132 711-51864 84.000 EACH| 24.62000 2068.08| | DRILLED HOLE | | | 0133 711-51877 LUMP| 26760.32000 26760.32| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 6 | | | 0134 711-51878 LUMP| 48168.58000 48168.58| | JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 1 | | | 0135 711-51878 LUMP| 32112.38000 32112.38| | JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 2 | | | 0136 711-51878 LUMP| 98477.98000 98477.98| | JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 3 | | | 0137 711-51878 LUMP| 103830.04000 103830.04| | JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 711-91149 LUMP| 21408.26000 21408.26| | STRAIGHTEN STEEL BEAM , STR. NO. 2 | | | 0139 711-96800 6624.000 EACH| 3.75000 24840.00| | STUD SHEAR CONNECTOR | | | 0140 715-02397 2.000 EACH| 1926.75000 3853.50| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0141 715-03476 1.000 EACH| 1284.50000 1284.50| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0142 715-04611 14.000 EACH| 481.69000 6743.66| | SAFETY METAL END SECTION, 4:1, 300 mm | | | 0143 715-05048 13229.000 m | 8.03000 106228.87| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0144 715-05053 4818.000 m | 31.58000 152152.44| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0145 715-05138 72.500 m | 1391.54000 100886.65| | PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0146 715-05141 66.000 m | 1177.45000 77711.70| | PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0147 715-05145 80.000 m | 1498.58000 119886.40| | PIPE, TYPE 1, CIRCULAR, 2400 mm | | | 0148 715-05203 54836.000 m | 3.75000 205635.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0149 715-05263 54.000 m | 1284.50000 69363.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.73 | | | m2 | | | 0150 715-05268 77.500 m | 1498.58000 116139.95| | PIPE, TYPE 1, DEFORMED, MIN. AREA 3.21 | | | m2 | | | 0151 715-05276 107.500 m | 2140.83000 230139.23| | PIPE, TYPE 1, DEFORMED, MIN. AREA 3.80 | | | m2 | | | 0152 715-05281 79.000 m | 2033.78000 160668.62| | PIPE, TYPE 1, DEFORMED, MIN. AREA 4.30 | | | m2 | | | 0153 715-05285 76.500 m | 1905.33000 145757.75| | PIPE, TYPE 1, DEFORMED, MIN. AREA 4.80 | | | m2 | | | 0154 715-05302 73.500 m | 3478.84000 255694.74| | PIPE, TYPE 1, DEFORMED, MIN. AREA 7.70 | | | m2 | | | 0155 715-05308 62.000 m | 3478.84000 215688.08| | PIPE, TYPE 1, DEFORMED, MIN. AREA 9.40 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 715-06358 2.000 EACH| 1605.62000 3211.24| | CONCRETE ANCHOR, 1950 mm | | | 0157 715-06691 2.000 EACH| 1819.70000 3639.40| | CONCRETE ANCHOR, 2400 mm | | | 0158 715-07139 2.000 EACH| 4014.05000 8028.10| | SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 2.73 m2 | | | 0159 715-07140 2.000 EACH| 4014.05000 8028.10| | SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 4.28 m2 | | | 0160 715-07142 2.000 EACH| 4014.05000 8028.10| | SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 4.42 m2 | | | 0161 715-07143 4.000 EACH| 660.45000 2641.80| | SAFETY METAL END SECTION, 6:1, 300 mm | | | 0162 715-07144 2.000 EACH| 2461.95000 4923.90| | CONCRETE ANCHOR, MIN. AREA 9.22 m2 | | | 0163 715-07145 2.000 EACH| 2461.95000 4923.90| | CONCRETE ANCHOR, MIN. AREA 7.63 m2 | | | 0164 715-07147 2.000 EACH| 1284.50000 2569.00| | CONCRETE ANCHOR, MIN. AREA 4.87 m2 | | | 0165 715-07148 2.000 EACH| 1391.54000 2783.08| | CONCRETE ANCHOR, MIN. AREA 3.81 m2 | | | 0166 715-07149 2.000 EACH| 1391.54000 2783.08| | CONCRETE ANCHOR, MIN. AREA 3.21 m2 | | | 0167 715-07150 2.000 EACH| 1391.54000 2783.08| | CONCRETE ANCHOR, 2100 mm | | | 0168 715-46000 52.000 EACH| 246.20000 12802.40| | PIPE END SECTION, 300 mm | | | 0169 715-46010 4.000 EACH| 267.60000 1070.40| | PIPE END SECTION, 450 mm | | | 0170 715-46020 4.000 EACH| 411.04000 1644.16| | PIPE END SECTION, 600 mm | | | 0171 715-46040 25.000 EACH| 607.99000 15199.75| | PIPE END SECTION, 900 mm | | | 0172 715-91361 369.000 m | 139.15000 51346.35| | PIPE, PVC, 150 mm | | | 0173 715-97692 6.000 EACH| 6209.47000 37256.82| | GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0174 716-93857 44.500 m | 1907.56000 84886.42| | PIPE, JACKED, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 718-06526 1124.400 Mg | 49.35000 55489.14| | HMA FOR UNDERDRAINS | | | 0176 718-06528 435.000 EACH| 481.69000 209535.15| | OUTLET PROTECTOR, 1 | | | 0177 718-06532 4000.000 m | 3.21000 12840.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0178 718-52610 15383.000 m3 | 28.32000 435646.56| | AGGREGATE FOR UNDERDRAINS | | | 0179 720-44000 1.000 EACH| 518.41000 518.41| | CASTING, ADJUST TO GRADE | | | 0180 720-44296 84.000 EACH| 535.21000 44957.64| | CAP INLET | | | 0181 722-51401 911.000 m2 | 53.52000 48756.72| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0182 722-51842 19649.600 m2 | 53.52000 1051646.59| | BRIDGE DECK OVERLAY | | | 0183 722-51846 188.400 m3 | 395.00000 74418.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0184 722-51852 2727.000 m2 | 42.82000 116770.14| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0185 724-51925 193.500 m | 428.17000 82850.90| | STRUCTURAL EXPANSION JOINT, SS | | | 0186 724-51927 74.300 m | 2676.03000 198829.03| | EXPANSION JOINT, M | | | 0187 726-92406 16.000 EACH| 1338.02000 21408.32| | BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 1 | | | 0188 726-92406 14.000 EACH| 1338.02000 18732.28| | BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 2 | | | 0189 726-92406 48.000 EACH| 1338.02000 64224.96| | BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 3 | | | 0190 726-92406 36.000 EACH| 1338.02000 48168.72| | BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 4 | | | 0191 726-92406 28.000 EACH| 1338.02000 37464.56| | BEARING ASSEMBLY, ELASTOMERIC , EB-1, | | | STR. NO. 6 | | | 0192 726-92406 32.000 EACH| 1338.02000 42816.64| | BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 726-92406 96.000 EACH| 1338.02000 128449.92| | BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 3 | | | 0194 726-92406 60.000 EACH| 1338.02000 80281.20| | BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 4 | | | 0195 726-92406 14.000 EACH| 1338.02000 18732.28| | BEARING ASSEMBLY, ELASTOMERIC , EB-2, | | | STR. NO. 6 | | | 0196 726-92406 16.000 EACH| 1338.02000 21408.32| | BEARING ASSEMBLY, ELASTOMERIC , EB-3, | | | STR. NO. 4 | | | 0197 726-92406 8.000 EACH| 1338.02000 10704.16| | BEARING ASSEMBLY, ELASTOMERIC , EB-4, | | | STR. NO. 4 | | | 0198 726-92406 12.000 EACH| 1338.02000 16056.24| | BEARING ASSEMBLY, ELASTOMERIC , EB-5, | | | STR. NO. 4 | | | 0199 726-92406 12.000 EACH| 1338.02000 16056.24| | BEARING ASSEMBLY, ELASTOMERIC , EB-6, | | | STR. NO. 4 | | | 0200 729-51875 1.000 m2 | 2140.83000 2140.83| | CONCRETE, A, PATCHING | | | 0201 801-01093 2.000 EACH| 4790.10000 9580.20| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0202 801-03290 6.000 EACH| 315.77000 1894.62| | CONSTRUCTION SIGN, C | | | 0203 801-06203 227925.000 m | 0.35000 79773.75| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0204 801-06605 6.000 EACH| 406.76000 2440.56| | BARRICADE, IIIA | | | 0205 801-06606 6.000 EACH| 508.45000 3050.70| | BARRICADE, IIIB | | | 0206 801-06640 45.000 EACH| 187.32000 8429.40| | CONSTRUCTION SIGN, A | | | 0207 801-06645 27.000 EACH| 58.87000 1589.49| | CONSTRUCTION SIGN, B | | | 0208 801-06710 1450.000 DAY | 14.99000 21735.50| | FLASHING ARROW SIGN | | | 0209 801-06775 LUMP| 214500.00000 214500.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 802-04893 22.000 EACH| 64.22000 1412.84| | REFERENCE POST | | | 0211 802-05701 39.500 m | 22.16000 875.32| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0212 802-05702 55.200 m | 12.10000 667.92| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0213 802-07057 125.855 m2 | 162.39000 20437.59| | SIGN, PANEL, WITH LEGEND | | | 0216 802-07138 2.000 EACH| 207.02000 414.04| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0217 802-76035 0.720 m2 | 114.53000 82.46| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0218 802-76065 1.500 m | 11.13000 16.70| | SIGN POST, B | | | 0219 802-76095 4377.900 kg | 4.17000 18255.84| | STRUCTURAL STEEL, BREAKAWAY | | | 0220 804-06725 478.000 EACH| 17.13000 8188.14| | DELINEATOR WITH POST, D1, 75 mm | | | 0221 805-05406 1.000 EACH| 26546.24000 53092.48| | DATA COLLECTION SITE , 4 LANE | | | 0222 808-03631 1964.000 m | 6.96000 13669.44| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0223 808-03632 1964.000 m | 6.96000 13669.44| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0224 808-06702 8637.000 m | 1.00000 8637.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0225 808-06703 35218.000 m | 1.00000 35218.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0226 808-06705 1353.000 m | 3.20000 4329.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0227 808-74811 491.000 m | 24.60000 12078.60| | LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0228 808-75215 60.000 m | 4.82000 289.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 200 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,698,625.65 ROUTE : I-64 CALL ORDER : 200 CONTRACT ID : R -25808-A COUNTIES : POSEY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 808-75245 35138.000 m | 1.00000 35138.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0230 808-75272 210.000 m | 9.60000 2016.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0231 808-75297 16.000 m | 9.70000 155.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0232 808-75998 1967.000 EACH| 23.50000 46224.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0233 801-06207 50000.000 m | 3.30000 165000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0234 402-05488 11236.000 Mg | 32.00000 359552.00| | HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0235 802-07151 16.000 EACH| 196.00000 3136.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0236 802-07152 2.000 EACH| 235.00000 470.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0237 802-07153 7.000 EACH| 250.00000 1750.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0238 802-07154 4.000 EACH| 250.00000 1000.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0239 611-52817 4.000 EACH| 27000.00000 108000.00| | TEMPORARY CROSSOVER, B | | | SECTION TOTALS | $ 38,189,195.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,189,195.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,855,496.90 ROUTE : SR 37 CALL ORDER : 210 CONTRACT ID : R -25837-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0951020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 5,541,280.79 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,114,000.00 110.3355% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1300.00000 15600.00| 1200.00000 14400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 277000.00000 277000.00| 305000.00000 305000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 200.000 m | 15.00000 3000.00| 6.00000 1200.00| DITCH CLEANING , PAVED SIDE DITCH | | | 0005 201-52370 LUMP| 14000.00000 14000.00| 122000.00000 122000.00| CLEARING RIGHT OF WAY | | | 0006 202-02272 2160.000 m | 6.50000 14040.00| 6.00000 12960.00| PAVED SIDE DITCH, REMOVE | | | 0007 202-02676 2500.000 Mg | 4.00000 10000.00| 2.00000 5000.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0008 202-60820 112750.000 m2 | 0.56000 63140.00| 0.12000 13530.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 3475.000 m3 | 8.00000 27800.00| 11.00000 38225.00| EXCAVATION, COMMON | | | 0010 203-02020 500.000 m3 | 8.00000 4000.00| 11.00000 5500.00| EXCAVATION, UNCLASSIFIED | | | 0011 203-02080 14.160 km | 10000.00000 141600.00| 2600.00000 36816.00| LINEAR GRADING | | | 0012 203-02131 400.000 m3 | 15.00000 6000.00| 11.00000 4400.00| EXPLORATORY EXCAVATION | | | 0013 203-91878 4000.000 m | 10.50000 42000.00| 7.50000 30000.00| LINEAR DITCH GRADING | | | 0014 205-02224 300.000 m | 5.60000 1680.00| 5.60000 1680.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,855,496.90 ROUTE : SR 37 CALL ORDER : 210 CONTRACT ID : R -25837-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02229 100.000 m | 12.55000 1255.00| 12.55000 1255.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02231 300.000 m | 16.00000 4800.00| 18.00000 5400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-06789 250.000 m | 5.60000 1400.00| 5.60000 1400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0018 211-02060 400.000 m3 | 30.00000 12000.00| 66.00000 26400.00| B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-02051 14960.000 Mg | 14.70000 219912.00| 16.00000 239360.00| STONE, 2 | | | 0020 303-04095 100.000 Mg | 10.00000 1000.00| 14.00000 1400.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0021 303-52308 54500.000 Mg | 7.80000 425100.00| 14.00000 763000.00| COMPACTED AGGREGATE, O, 53 | | | 0022 305-05204 1300.000 Mg | 145.00000 188500.00| 135.00000 175500.00| HMA FOR PATCHING | | | 0023 401-05437 2850.000 Mg | 34.00000 96900.00| 30.00000 85500.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 20850.000 Mg | 31.80000 663030.00| 32.00000 667200.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 10450.000 Mg | 40.00000 418000.00| 41.00000 428450.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-05459 32350.000 Mg | 28.00000 905800.00| 30.00000 970500.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0027 401-05464 8100.000 Mg | 35.00000 283500.00| 38.00000 307800.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0028 401-05467 27850.000 m | 0.36000 10026.00| 0.30000 8355.00| MILLED HMA CORRUGATIONS | | | 0029 401-06264 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0030 402-05483 11050.000 Mg | 23.50000 259675.00| 27.00000 298350.00| HMA BASE C25.0 mm, SHOULDER | | | 0031 402-05495 150.000 Mg | 44.00000 6600.00| 33.00000 4950.00| HMA WEDGE AND LEVEL | | | 0032 405-05517 310.000 Mg | 250.00000 77500.00| 295.00000 91450.00| ASPHALT FOR PRIME COAT | | | 0033 406-05520 145.000 Mg | 165.00000 23925.00| 185.00000 26825.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,855,496.90 ROUTE : SR 37 CALL ORDER : 210 CONTRACT ID : R -25837-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-94689 2.000 EACH| 2395.00000 4790.00| 2350.00000 4700.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 49.530 m | 59.50000 2947.04| 53.00000 2625.09| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 608-04395 100.000 Mg | 135.00000 13500.00| 40.00000 4000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0037 610-05527 4550.000 Mg | 40.00000 182000.00| 36.00000 163800.00| HMA FOR APPROACHES | | | 0038 611-06497 7.000 EACH| 115.00000 805.00| 145.00000 1015.00| MAILBOX ASSEMBLY, SINGLE | | | 0039 611-06498 6.000 EACH| 135.00000 810.00| 155.00000 930.00| MAILBOX ASSEMBLY, DOUBLE | | | 0040 615-06525 21.000 EACH| 98.00000 2058.00| 125.00000 2625.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0041 616-02305 3580.000 m3 | 95.00000 340100.00| 115.00000 411700.00| GABIONS | | | 0042 616-02320 32000.000 m2 | 1.50000 48000.00| 1.25000 40000.00| GEOTEXTILES | | | 0043 616-06405 19550.000 Mg | 13.70000 267835.00| 16.00000 312800.00| RIPRAP, REVETMENT | | | 0044 616-06451 2250.000 Mg | 14.70000 33075.00| 17.00000 38250.00| RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 670.00000 1340.00| 670.00000 1340.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 2.000 Mg | 540.00000 1080.00| 540.00000 1080.00| FERTILIZER | | | 0047 621-06553 400.000 kg | 8.30000 3320.00| 8.30000 3320.00| SEED MIXTURE, R | | | 0048 621-06565 10.000 Mg | 440.00000 4400.00| 440.00000 4400.00| MULCHING MATERIAL | | | 0049 621-06574 1000.000 m2 | 7.70000 7700.00| 3.75000 3750.00| SODDING | | | 0050 715-05019 1.800 m | 450.00000 810.00| 350.00000 630.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0051 715-05048 300.000 m | 35.00000 10500.00| 19.00000 5700.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 1660.000 m | 21.00000 34860.00| 40.00000 66400.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05238 6.100 m | 315.00000 1921.50| 190.00000 1159.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,855,496.90 ROUTE : SR 37 CALL ORDER : 210 CONTRACT ID : R -25837-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46040 20.000 EACH| 625.00000 12500.00| 500.00000 10000.00| PIPE END SECTION, 900 mm | | | 0055 715-46095 1.000 EACH| 600.00000 600.00| 500.00000 500.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0056 718-06529 110.000 EACH| 540.00000 59400.00| 480.00000 52800.00| OUTLET PROTECTOR, 2 | | | 0057 718-52610 3075.000 m3 | 28.00000 86100.00| 40.00000 123000.00| AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 820.000 m2 | 1.45000 1189.00| 1.00000 820.00| GEOTEXTILES FOR UNDERDRAIN | | | 0059 801-06203 3000.000 m | 0.80000 2400.00| 1.75000 5250.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 1500.000 m | 4.00000 6000.00| 3.95000 5925.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06640 33.000 EACH| 140.00000 4620.00| 75.00000 2475.00| CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 135000.00000 135000.00| 97404.21000 97404.21| MAINTAINING TRAFFIC | | | 0063 808-06711 225.000 m | 0.18000 40.50| 0.16000 36.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0064 808-06712 3435.000 m | 0.18000 618.30| 0.16000 549.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0065 808-06713 29365.000 m | 0.18000 5285.70| 0.16000 4698.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 4295.000 m | 0.18000 773.10| 0.16000 687.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-75297 60.000 m | 22.00000 1320.00| 11.50000 690.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75996 809.000 EACH| 2.35000 1901.15| 4.00000 3236.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 879.000 EACH| 21.50000 18898.50| 21.50000 18898.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,541,280.79| $ 6,114,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,541,280.79| $ 6,114,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3650020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 289,107.76 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 360,137.86 124.5687% 3 35-1212938 ATLAS EXCAVATING, INC. $ 366,706.75 126.8408% 4 35-1489621 HRP CONSTRUCTION, INC. $ 408,917.97 141.4413% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 414,649.22 143.4237% 6 35-1817574 YARDBERRY LANDSCAPE CONDITIONAL BID $ 423,514.08 146.4900% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1817530 |(3) 35-1212938 |JOHNSON COMPANY INC. |PIONEER ASSOCIATES, INC. |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 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 3400.00000 3400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1.00000 1.00| 7200.00000 7200.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 6500.00000 6500.00| 36500.00000 36500.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 364.000 m2 | 4.00000 1456.00| 3.89000 1415.96| 5.30000 1929.20 SURFACE MILLING, ASPHALT | | | 0007 203-02000 930.000 m3 | 8.50000 7905.00| 27.40000 25482.00| 15.00000 13950.00 EXCAVATION, COMMON | | | 0008 203-02045 800.000 m3 | 5.00000 4000.00| 42.40000 33920.00| 5.20000 4160.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 135.000 m3 | 13.00000 1755.00| 42.40000 5724.00| 12.50000 1687.50 BORROW | | | 0010 205-02232 246.000 m3 | 22.00000 5412.00| 83.60000 20565.60| 7.80000 1918.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0011 205-06937 177.000 m | 6.00000 1062.00| 5.92000 1047.84| 5.70000 1008.90 TEMPORARY SILT FENCE | | | 0012 211-02060 5.000 m3 | 15.00000 75.00| 50.00000 250.00| 75.00000 375.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1817530 |(3) 35-1212938 |JOHNSON COMPANY INC. |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 245.200 m3 | 62.00000 15202.40| 90.00000 22068.00| 85.00000 20842.00 FLOWABLE MORTAR | | | 0014 303-52308 284.000 Mg | 15.50000 4402.00| 14.00000 3976.00| 20.50000 5822.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 655.000 Mg | 35.25000 23088.75| 35.25000 23088.75| 37.00000 24235.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 217.000 Mg | 37.00000 8029.00| 37.00000 8029.00| 39.00000 8463.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 118.000 Mg | 47.00000 5546.00| 47.00000 5546.00| 49.00000 5782.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 109.000 Mg | 45.00000 4905.00| 45.00000 4905.00| 47.00000 5123.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 608.000 m2 | 5.00000 3040.00| 5.00000 3040.00| 5.30000 3222.40 SEAL COAT, 2 | | | 0020 405-05518 2207.000 m2 | 1.20000 2648.40| 1.20000 2648.40| 1.35000 2979.45 ASPHALT FOR PRIME COAT | | | 0021 406-05521 3027.000 m2 | 0.10000 302.70| 0.10000 302.70| 0.15000 454.05 ASPHALT FOR TACK COAT | | | 0022 601-01700 1.000 EACH| 1680.00000 1680.00| 1600.00000 1600.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-06854 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2200.00000 4400.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 3.000 EACH| 2100.00000 6300.00| 2100.00000 6300.00| 2300.00000 6900.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1000.00000 1000.00| 700.00000 700.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 91.440 m | 31.50000 2880.36| 31.00000 2834.64| 32.50000 2971.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 615-06490 10.000 EACH| 100.00000 1000.00| 140.00000 1400.00| 115.00000 1150.00 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 220.00000 440.00| 480.00000 960.00| 475.00000 950.00 MONUMENT, B | | | 0029 615-06510 1.000 EACH| 100.00000 100.00| 370.00000 370.00| 450.00000 450.00 MONUMENT, C | | | 0030 616-02320 409.000 m2 | 1.70000 695.30| 2.20000 899.80| 4.20000 1717.80 GEOTEXTILES | | | 0031 616-06405 223.000 Mg | 20.00000 4460.00| 28.00000 6244.00| 23.00000 5129.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 375.00000 750.00| 440.00000 880.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1817530 |(3) 35-1212938 |JOHNSON COMPANY INC. |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02363 1805.000 m2 | 0.45000 812.25| 0.41000 740.05| 0.45000 812.25 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-06548 2.000 kg | 56.00000 112.00| 55.00000 110.00| 57.00000 114.00 SEED MIXTURE, CV | | | 0035 621-06559 1805.000 m2 | 0.50000 902.50| 0.49000 884.45| 1.10000 1985.50 MULCHED SEEDING, R | | | 0036 621-06567 14.000 kL | 0.55000 7.70| 0.55000 7.70| 0.65000 9.10 WATER | | | 0037 621-06574 797.000 m2 | 4.20000 3347.40| 4.12000 3283.64| 5.50000 4383.50 SODDING | | | 0038 702-93722 17.000 m3 | 350.00000 5950.00| 520.00000 8840.00| 630.00000 10710.00 CONCRETE, C | | | 0039 702-94656 48.000 m3 | 430.00000 20640.00| 270.00000 12960.00| 240.00000 11520.00 CONCRETE, B | | | 0040 703-51030 4430.000 kg | 1.10000 4873.00| 1.50000 6645.00| 1.50000 6645.00 REINFORCING STEEL | | | 0041 714-03606 16.600 m | 6200.00000 102920.00| 3220.00000 53452.00| 8000.00000 132800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3600 mm | | | 0042 715-05048 24.000 m | 19.00000 456.00| 16.00000 384.00| 17.00000 408.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05169 31.500 m | 55.00000 1732.50| 50.00000 1575.00| 90.00000 2835.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-46005 4.000 EACH| 200.00000 800.00| 150.00000 600.00| 195.00000 780.00 PIPE END SECTION, 375 mm | | | 0045 719-35020 15.000 m | 28.00000 420.00| 40.00000 600.00| 37.00000 555.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0046 719-35025 15.000 m | 30.00000 450.00| 44.00000 660.00| 42.00000 630.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0047 801-04308 8.000 EACH| 80.00000 640.00| 79.00000 632.00| 95.00000 760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 8.000 EACH| 50.00000 400.00| 48.00000 384.00| 65.00000 520.00 BARRICADE, IIIA | | | 0049 801-06625 27.000 EACH| 47.00000 1269.00| 46.00000 1242.00| 55.00000 1485.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 8.000 EACH| 60.00000 480.00| 57.00000 456.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1817530 |(3) 35-1212938 |JOHNSON COMPANY INC. |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 802-02489 3.500 m | 25.00000 87.50| 22.95000 80.33| 25.00000 87.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0053 808-06712 75.000 m | 0.80000 60.00| 0.60000 45.00| 0.65000 48.75 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 588.000 m | 0.80000 470.40| 0.60000 352.80| 0.65000 382.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 177.000 m | 0.80000 141.60| 0.60000 106.20| 0.65000 115.05 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 289,107.76| $ 360,137.86| $ 366,706.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,107.76| $ 360,137.86| $ 366,706.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1339168 |(6) 35-1817574 |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO |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 105-06790 6.000 MOS | 1200.00000 7200.00| 721.08000 4326.48| 2100.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 1551.12000 1551.12| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 19457.65000 19457.65| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 925.23000 925.23| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 50168.30000 50168.30| 28375.00000 28375.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 364.000 m2 | 5.00000 1820.00| 6.64000 2416.96| 10.00000 3640.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 930.000 m3 | 40.00000 37200.00| 21.89000 20357.70| 18.00000 16740.00 EXCAVATION, COMMON | | | 0008 203-02045 800.000 m3 | 5.00000 4000.00| 9.79000 7832.00| 15.00000 12000.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 135.000 m3 | 20.00000 2700.00| 20.07000 2709.45| 26.00000 3510.00 BORROW | | | 0010 205-02232 246.000 m3 | 25.00000 6150.00| 19.02000 4678.92| 20.00000 4920.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0011 205-06937 177.000 m | 5.92000 1047.84| 5.92000 1047.84| 9.00000 1593.00 TEMPORARY SILT FENCE | | | 0012 211-02060 5.000 m3 | 35.00000 175.00| 77.20000 386.00| 68.00000 340.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 245.200 m3 | 90.00000 22068.00| 45.45000 11144.34| 65.00000 15938.00 FLOWABLE MORTAR | | | 0014 303-52308 284.000 Mg | 30.00000 8520.00| 20.69000 5875.96| 24.00000 6816.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 655.000 Mg | 35.25000 23088.75| 35.25000 23088.75| 40.00000 26200.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 217.000 Mg | 37.00000 8029.00| 37.00000 8029.00| 75.00000 16275.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 118.000 Mg | 47.00000 5546.00| 47.00000 5546.00| 80.00000 9440.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 109.000 Mg | 45.00000 4905.00| 45.00000 4905.00| 80.00000 8720.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 608.000 m2 | 5.00000 3040.00| 5.00000 3040.00| 0.50000 304.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1339168 |(6) 35-1817574 |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05518 2207.000 m2 | 1.20000 2648.40| 1.20000 2648.40| 1.00000 2207.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 3027.000 m2 | 0.10000 302.70| 0.10000 302.70| 0.50000 1513.50 ASPHALT FOR TACK COAT | | | 0022 601-01700 1.000 EACH| 1600.00000 1600.00| 1675.00000 1675.00| 1926.25000 1926.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-06854 2.000 EACH| 2000.00000 4000.00| 1975.00000 3950.00| 2271.25000 4542.50 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 3.000 EACH| 2100.00000 6300.00| 2075.00000 6225.00| 2386.25000 7158.75 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 700.00000 700.00| 1000.00000 1000.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 91.440 m | 31.00000 2834.64| 30.25000 2766.06| 34.78000 3180.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 615-06490 10.000 EACH| 130.00000 1300.00| 130.00000 1300.00| 200.00000 2000.00 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 480.00000 960.00| 108.00000 216.00| 511.75000 1023.50 MONUMENT, B | | | 0029 615-06510 1.000 EACH| 370.00000 370.00| 108.00000 108.00| 525.00000 525.00 MONUMENT, C | | | 0030 616-02320 409.000 m2 | 3.00000 1227.00| 4.24000 1734.16| 4.00000 1636.00 GEOTEXTILES | | | 0031 616-06405 223.000 Mg | 30.00000 6690.00| 26.72000 5958.56| 35.00000 7805.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 375.00000 750.00| 375.00000 750.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02363 1805.000 m2 | 0.41000 740.05| 0.41000 740.05| 1.00000 1805.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-06548 2.000 kg | 55.00000 110.00| 55.00000 110.00| 250.00000 500.00 SEED MIXTURE, CV | | | 0035 621-06559 1805.000 m2 | 0.49000 884.45| 0.49000 884.45| 1.00000 1805.00 MULCHED SEEDING, R | | | 0036 621-06567 14.000 kL | 0.55000 7.70| 0.55000 7.70| 100.00000 1400.00 WATER | | | 0037 621-06574 797.000 m2 | 4.12000 3283.64| 4.12000 3283.64| 6.00000 4782.00 SODDING | | | 0038 702-93722 17.000 m3 | 520.00000 8840.00| 1056.98000 17968.66| 976.00000 16592.00 CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,747.60 ROUTE : SR 10 CALL ORDER : 220 CONTRACT ID : R -25849-A COUNTIES : MARSHALL LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1339168 |(6) 35-1817574 |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-94656 48.000 m3 | 270.00000 12960.00| 1012.34000 48592.32| 500.00000 24000.00 CONCRETE, B | | | 0040 703-51030 4430.000 kg | 1.50000 6645.00| 1.29000 5714.70| 1.85000 8195.50 REINFORCING STEEL | | | 0041 714-03606 16.600 m | 9040.00000 150064.00| 7065.34000 117284.64| 6464.00000 107302.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3600 mm | | | 0042 715-05048 24.000 m | 16.00000 384.00| 69.01000 1656.24| 38.00000 912.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05169 31.500 m | 80.00000 2520.00| 83.80000 2639.70| 115.00000 3622.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-46005 4.000 EACH| 300.00000 1200.00| 533.03000 2132.12| 350.00000 1400.00 PIPE END SECTION, 375 mm | | | 0045 719-35020 15.000 m | 40.00000 600.00| 33.17000 497.55| 55.00000 825.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0046 719-35025 15.000 m | 45.00000 675.00| 33.67000 505.05| 55.00000 825.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0047 801-04308 8.000 EACH| 199.00000 1592.00| 199.00000 1592.00| 238.80000 1910.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 8.000 EACH| 70.00000 560.00| 70.00000 560.00| 84.00000 672.00 BARRICADE, IIIA | | | 0049 801-06625 27.000 EACH| 75.00000 2025.00| 75.00000 2025.00| 90.00000 2430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 68.00000 544.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 150.00000 150.00| 1330.02000 1330.02| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0052 802-02489 3.500 m | 28.80000 100.80| 28.80000 100.80| 35.00000 122.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0053 808-06712 75.000 m | 0.60000 45.00| 0.60000 45.00| 1.00000 75.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 588.000 m | 0.60000 352.80| 0.60000 352.80| 1.00000 588.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 177.000 m | 0.60000 106.20| 0.60000 106.20| 1.00000 177.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 408,917.97| $ 414,649.22| $ 423,514.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 408,917.97| $ 414,649.22| $ 423,514.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,941.14 ROUTE : 450W.; OLD US 30 CALL ORDER : 250 CONTRACT ID : R -25948-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 194,695.83 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 221,933.23 113.9897% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |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 105-06790 2.000 MOS | 1500.00000 3000.00| 1475.00000 2950.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 500.00000 500.00| 475.00000 475.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9700.00000 9700.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1014.800 m2 | 2.50000 2537.00| 6.00000 6088.80| SURFACE MILLING, ASPHALT | | | 0005 303-04075 217.400 Mg | 13.00000 2826.20| 35.00000 7609.00| COMPACTED AGGREGATE, O, 73 | | | 0007 305-05204 304.300 Mg | 25.00000 7607.50| 60.00000 18258.00| HMA FOR PATCHING | | | 0008 402-05474 2744.000 Mg | 30.00000 82320.00| 30.95000 84926.80| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0009 402-05477 1960.000 Mg | 34.75000 68110.00| 35.50000 69580.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0010 406-05520 14.900 Mg | 250.00000 3725.00| 275.00000 4097.50| ASPHALT FOR TACK COAT | | | 0012 610-05527 94.600 Mg | 50.00000 4730.00| 50.00000 4730.00| HMA FOR APPROACHES | | | 0014 621-06570 97.400 m3 | 25.00000 2435.00| 60.00000 5844.00| TOP SOIL | | | 0015 801-06640 17.000 EACH| 50.00000 850.00| 50.00000 850.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| MAINTAINING TRAFFIC | | | 0017 808-04298 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,941.14 ROUTE : 450W.; OLD US 30 CALL ORDER : 250 CONTRACT ID : R -25948-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 621-01004 1.000 EACH| 550.00000 550.00| 550.00000 550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06560 2706.400 m2 | 0.75000 2029.80| 0.75000 2029.80| MULCHED SEEDING, U | | | 0021 808-75297 8.600 m | 13.12000 112.83| 13.12000 112.83| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 202-60822 67.000 m2 | 5.00000 335.00| 12.00000 804.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0023 808-75245 550.000 m | 1.05000 577.50| 1.05000 577.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 194,695.83| $ 221,933.23| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,695.83| $ 221,933.23| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 123,818.83 ROUTE : CALL ORDER : 260 CONTRACT ID : R -25949-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 88,342.56 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 100,410.00 113.6598% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |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 105-06790 2.000 MOS | 1500.00000 3000.00| 1475.00000 2950.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 475.00000 475.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4400.00000 4400.00| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 599.000 m2 | 3.00000 1797.00| 4.00000 2396.00| SURFACE MILLING, ASPHALT | | | 0006 305-05204 105.500 Mg | 25.00000 2637.50| 65.00000 6857.50| HMA FOR PATCHING | | | 0007 402-05474 1077.600 Mg | 32.00000 34483.20| 29.95000 32274.12| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 769.700 Mg | 35.40000 27247.38| 35.35000 27208.90| HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 6.000 Mg | 250.00000 1500.00| 255.00000 1530.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 153.100 Mg | 45.00000 6889.50| 45.00000 6889.50| HMA FOR APPROACHES | | | 0012 621-06570 59.000 m3 | 25.00000 1475.00| 70.00000 4130.00| TOP SOIL | | | 0013 801-06640 12.000 EACH| 51.00000 612.00| 53.00000 636.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 800.00000 800.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0015 808-04298 2.000 EACH| 300.00000 600.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0016 621-06560 1572.200 m2 | 0.90000 1414.98| 0.90000 1414.98| MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 123,818.83 ROUTE : CALL ORDER : 260 CONTRACT ID : R -25949-A COUNTIES : LAPORTE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 303-04075 21.800 Mg | 20.00000 436.00| 110.00000 2398.00| COMPACTED AGGREGATE, O, 73 | | | SECTION TOTALS | $ 88,342.56| $ 100,410.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,342.56| $ 100,410.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,597.62 ROUTE : 62 CALL ORDER : 280 CONTRACT ID : R -26072-A COUNTIES : WARRICK LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 01230AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1757738 NAAS & SONS INC. $ 12,585.96 100.0000% 2 35-1582525 AIGNER, JERRY CONSTRUCTION $ 18,567.70 147.5270% 3 35-1951012 RUHE DRAINAGE & EXCAVATING, INC. IRREGULAR BID $ 26,489.29 210.4669% 4 35-1284120 KOBERSTEIN TRUCKING $ 30,158.96 239.6238% ==================================================================================================================================== |(1) 35-1757738 |(2) 35-1582525 |(3) 35-1951012 |NAAS & SONS INC. |AIGNER, JERRY CONSTRUCTION |RUHE DRAINAGE & EXCAVATING, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, ROMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 5000.00000 5000.00| 6750.00000 6750.00| 9344.00000 9344.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 137 | | | 0002 202-03000 LUMP| 6300.00000 6300.00| 6900.00000 6900.00| 11408.00000 11408.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 144 | | | 0003 621-01004 1.000 EACH| 1275.00000 1275.00| 800.00000 800.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 1.361 Mg | 1.00000 1.36| 700.00000 952.70| 354.89000 483.01 FERTILIZER | | | 0005 621-06554 285.000 kg | 0.01000 2.85| 4.00000 1140.00| 7.73000 2203.05 SEED MIXTURE, U | | | 0006 621-06565 6.750 Mg | 1.00000 6.75| 300.00000 2025.00| 377.96000 2551.23 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,585.96| $ 18,567.70| $ 26,489.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,585.96| $ 18,567.70| $ 26,489.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,597.62 ROUTE : 62 CALL ORDER : 280 CONTRACT ID : R -26072-A COUNTIES : WARRICK LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1284120 | | |KOBERSTEIN TRUCKING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, ROMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 9516.00000 9516.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 137 | | | 0002 202-03000 LUMP| 13434.00000 13434.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 144 | | | 0003 621-01004 1.000 EACH| 726.00000 726.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 1.361 Mg | 583.00000 793.46| | FERTILIZER | | | 0005 621-06554 285.000 kg | 8.50000 2422.50| | SEED MIXTURE, U | | | 0006 621-06565 6.750 Mg | 484.00000 3267.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 30,158.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,158.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,250.09 ROUTE : SR 135 CALL ORDER : 290 CONTRACT ID : R -26076-A COUNTIES : WASHINGTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 141100M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 19,930.61 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 22,600.00 113.3934% 3 35-2036607 VUCKSON, R.L. EXCAVATING, INC. $ 27,592.78 138.4442% 4 35-1910216 BARKS & FERREE CONSTRUCTION $ 31,365.69 157.3744% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1004746 |(3) 35-2036607 |HAUER EXCAVATING |TEMPLE & TEMPLE EXCAVATING |VUCKSON, R.L. EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 7650.00000 7650.00| 9900.00000 9900.00| 6950.00000 6950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0002 202-03000 LUMP| 7650.00000 7650.00| 6891.81000 6891.81| 7200.00000 7200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 168.150 m2 | 13.68000 2300.29| 23.75000 3993.56| 46.50000 7818.98 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 350.00000 350.00| 400.00000 400.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.357 Mg | 260.00000 352.82| 125.00000 169.63| 400.00000 542.80 FERTILIZER | | | 0006 621-06554 285.000 kg | 2.75000 783.75| 2.00000 570.00| 6.60000 1881.00 SEED MIXTURE, U | | | 0007 621-06565 6.750 Mg | 125.00000 843.75| 100.00000 675.00| 400.00000 2700.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 19,930.61| $ 22,600.00| $ 27,592.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,930.61| $ 22,600.00| $ 27,592.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,250.09 ROUTE : SR 135 CALL ORDER : 290 CONTRACT ID : R -26076-A COUNTIES : WASHINGTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1910216 | | |BARKS & FERREE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 9363.30000 9363.30| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0002 202-03000 LUMP| 9363.30000 9363.30| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 168.150 m2 | 19.36000 3255.38| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 3500.00000 3500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.357 Mg | 530.00000 719.21| | FERTILIZER | | | 0006 621-06554 285.000 kg | 7.70000 2194.50| | SEED MIXTURE, U | | | 0007 621-06565 6.750 Mg | 440.00000 2970.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 31,365.69| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,365.69| | ====================================================================================================================================