INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 399,026.91 ROUTE : 120 CALL ORDER : 400 CONTRACT ID : M -25760-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 369,455.34 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 390,309.84 105.6446% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 437,028.50 118.2899% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06790 4.000 MOS | 1800.00000 7200.00| 1000.00000 4000.00| 2250.00000 9000.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 19500.00000 19500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 246.000 LFT | 6.00000 1476.00| 4.00000 984.00| 4.00000 984.00 CURB, CONCRETE, REMOVE | | | 0004 202-04089 6.000 EACH| 35.00000 210.00| 35.00000 210.00| 44.00000 264.00 SIGN, SHEET, REMOVE | | | 0005 202-60820 275.000 SYS | 13.00000 3575.00| 8.00000 2200.00| 5.00000 1375.00 SURFACE MILLING, ASPHALT | | | 0006 211-02060 15.000 CYS | 45.00000 675.00| 6.30000 94.50| 25.00000 375.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-04075 1100.000 TON | 15.25000 16775.00| 15.25000 16775.00| 12.50000 13750.00 COMPACTED AGGREGATE, O, 73 | | | 0008 305-05204 300.000 TON | 95.00000 28500.00| 75.00000 22500.00| 75.00000 22500.00 HMA FOR PATCHING | | | 0009 305-98794 100.000 TON | 20.00000 2000.00| 10.00000 1000.00| 20.00000 2000.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0010 402-05495 8120.000 TON | 30.50000 247660.00| 35.00000 284200.00| 37.50000 304500.00 HMA WEDGE AND LEVEL | | | 0011 406-05520 25.000 TON | 300.00000 7500.00| 170.00000 4250.00| 285.00000 7125.00 ASPHALT FOR TACK COAT | | | 0012 604-06069 35.000 SYS | 70.00000 2450.00| 60.00000 2100.00| 60.00000 2100.00 CURB RAMP, CONCRETE | | | 0013 604-91531 18.000 SYS | 70.00000 1260.00| 70.00000 1260.00| 60.00000 1080.00 SIDEWALK, CONCRETE, 4 IN. | | | 0014 605-06120 246.000 LFT | 18.00000 4428.00| 25.00000 6150.00| 21.00000 5166.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 399,026.91 ROUTE : 120 CALL ORDER : 400 CONTRACT ID : M -25760-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06567 1.000 MG | 2.00000 2.00| 2.00000 2.00| 2.50000 2.50 WATER | | | 0016 621-06575 100.000 SYS | 25.00000 2500.00| 25.00000 2500.00| 31.25000 3125.00 SODDING, NURSERY | | | 0017 715-05151 80.000 LFT | 30.00000 2400.00| 48.00000 3840.00| 82.00000 6560.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0018 720-45015 2.000 EACH| 1700.00000 3400.00| 1500.00000 3000.00| 800.00000 1600.00 INLET, A8 | | | 0019 801-06207 4000.000 LFT | 1.00000 4000.00| 0.10000 400.00| 1.75000 7000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 58.000 EACH| 64.00000 3712.00| 64.00000 3712.00| 85.00000 4930.00 CONSTRUCTION SIGN, A | | | 0021 801-06645 1.000 EACH| 36.00000 36.00| 36.00000 36.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP| 4600.00000 4600.00| 4500.00000 4500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0023 802-05704 104.000 LFT | 5.98000 621.92| 5.98000 621.92| 8.00000 832.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0024 802-76025 6.000 SFT | 13.83000 82.98| 13.83000 82.98| 15.00000 90.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0025 802-76035 72.000 SFT | 15.52000 1117.44| 15.52000 1117.44| 17.50000 1260.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0026 808-06712 8000.000 LFT | 0.05000 400.00| 0.05000 400.00| 0.06000 480.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 60000.000 LFT | 0.05000 3000.00| 0.05000 3000.00| 0.06000 3600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 25000.000 LFT | 0.05000 1250.00| 0.05000 1250.00| 0.06000 1500.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-75297 156.000 LFT | 4.00000 624.00| 4.00000 624.00| 5.00000 780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 369,455.34| $ 390,309.84| $ 437,028.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,455.34| $ 390,309.84| $ 437,028.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 404 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,189.36 ROUTE : CALL ORDER : 404 CONTRACT ID : M -25777-B COUNTIES : PUTNAM LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 78,963.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 88,450.00 112.0135% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|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 110-01001 LUMP| 3000.00000 3000.00| 6800.00000 6800.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 120.000 Mg | 28.43000 3411.60| 35.00000 4200.00| COMPACTED AGGREGATE, O, 53 | | | 0003 305-05204 20.000 Mg | 103.36000 2067.20| 70.00000 1400.00| HMA FOR PATCHING | | | 0004 305-05206 6.000 Mg | 148.85000 893.10| 145.00000 870.00| WIDENING WITH HMA | | | 0005 402-05495 1210.000 Mg | 54.00000 65340.00| 60.00000 72600.00| HMA WEDGE AND LEVEL | | | 0006 405-05517 7.500 Mg | 395.10000 2963.25| 225.00000 1687.50| ASPHALT FOR PRIME COAT | | | 0007 406-05520 1.500 Mg | 463.00000 694.50| 175.00000 262.50| ASPHALT FOR TACK COAT | | | 0008 801-06640 9.000 EACH| 66.00000 594.00| 70.00000 630.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 78,963.65| $ 88,450.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,963.65| $ 88,450.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 408 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,464.34 ROUTE : SR 32 CALL ORDER : 408 CONTRACT ID : M -25828-B COUNTIES : DELAWARE LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 59,600.08 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 61,685.60 103.4991% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING INC. $ 64,582.00 108.3589% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2064912 |(3) 35-2070195 |YARDBERRY LANDSCAPE |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPAIR | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 3000.00000 3000.00| 5650.00000 5650.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51330 LUMP| 8000.00000 8000.00| 17080.00000 17080.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0004 303-52308 12.000 TON | 65.00000 780.00| 30.00000 360.00| 22.00000 264.00 COMPACTED AGGREGATE, O, 53 | | | 0005 303-94433 66.000 CYS | 50.00000 3300.00| 35.00000 2310.00| 21.00000 1386.00 AGGREGATE, 12 | | | 0006 305-05204 30.000 TON | 150.00000 4500.00| 125.00000 3750.00| 110.00000 3300.00 HMA FOR PATCHING | | | 0007 616-02320 124.000 SYS | 4.00000 496.00| 4.50000 558.00| 4.25000 527.00 GEOTEXTILES | | | 0008 616-06405 50.000 TON | 50.00000 2500.00| 19.50000 975.00| 25.00000 1250.00 RIPRAP, REVETMENT | | | 0009 621-06570 35.000 CYS | 55.00000 1925.00| 27.00000 945.00| 50.00000 1750.00 TOP SOIL | | | 0010 621-06574 15.000 SYS | 20.00000 300.00| 50.00000 750.00| 65.00000 975.00 SODDING | | | 0011 714-07028 24.000 LFT | 972.17000 23332.08| 835.00000 20040.00| 920.00000 22080.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 9 FT. | | | 0012 801-04308 7.000 EACH| 108.00000 756.00| 119.60000 837.20| 120.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0013 801-06605 8.000 EACH| 72.00000 576.00| 52.00000 416.00| 60.00000 480.00 BARRICADE, IIIA | | | 0014 801-06606 8.000 EACH| 84.00000 672.00| 57.20000 457.60| 65.00000 520.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 408 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,464.34 ROUTE : SR 32 CALL ORDER : 408 CONTRACT ID : M -25828-B COUNTIES : DELAWARE LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2064912 |(3) 35-2070195 |YARDBERRY LANDSCAPE |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06625 21.000 EACH| 108.00000 2268.00| 67.60000 1419.60| 70.00000 1470.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 22.000 EACH| 60.00000 1320.00| 67.60000 1487.20| 70.00000 1540.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0018 808-06703 25.000 LFT | 15.00000 375.00| 26.00000 650.00| 28.00000 700.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | SECTION TOTALS | $ 59,600.08| $ 61,685.60| $ 64,582.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,600.08| $ 61,685.60| $ 64,582.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,389.13 ROUTE : 24 CALL ORDER : 410 CONTRACT ID : M -25865-A COUNTIES : HUNTINGTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 48,330.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 62,471.50 129.2589% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT, ADDED TURN LANES | | | 0001 105-06790 6.000 MOS | 400.00000 2400.00| 1100.00000 6600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1893.00000 1893.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02273 60.000 m2 | 4.00000 240.00| 15.00000 900.00| CENTER CURB, CONCRETE, REMOVE | | | 0005 202-86946 2.000 EACH| 400.00000 800.00| 400.00000 800.00| HANDHOLE, REMOVE | | | 0006 202-90277 1.000 EACH| 300.00000 300.00| 300.00000 300.00| DETECTOR HOUSING, REMOVE | | | 0007 305-05206 600.000 Mg | 42.50000 25500.00| 45.00000 27000.00| WIDENING WITH HMA | | | 0008 305-06459 3.200 m2 | 125.00000 400.00| 200.00000 640.00| CEMENT CONCRETE | | | 0009 621-06564 100.000 m2 | 3.70000 370.00| 3.70000 370.00| MULCHED SEEDING, CV | | | 0010 715-05119 60.000 m | 71.20000 4272.00| 150.00000 9000.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0011 720-45030 1.000 EACH| 600.00000 600.00| 2000.00000 2000.00| INLET, E7 | | | 0012 801-06640 4.000 EACH| 111.00000 444.00| 125.00000 500.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 2450.00000 2450.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0014 802-96915 LUMP| 300.00000 300.00| 500.00000 500.00| SIGN, RELOCATE | | | 0015 805-01842 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,389.13 ROUTE : 24 CALL ORDER : 410 CONTRACT ID : M -25865-A COUNTIES : HUNTINGTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-06592 80.000 m | 30.00000 2400.00| 30.00000 2400.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0017 805-78470 150.000 m | 0.75000 112.50| 0.75000 112.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0018 805-78510 80.000 m | 2.70000 216.00| 2.70000 216.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0019 805-78800 1.000 EACH| 475.00000 475.00| 475.00000 475.00| SIGNAL DETECTOR HOUSING INSTALL | | | 0020 808-75245 200.000 m | 1.75000 350.00| 1.75000 350.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 808-75274 400.000 m | 3.25000 1300.00| 3.25000 1300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0022 808-75290 100.000 m | 9.50000 950.00| 9.50000 950.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0023 808-75297 4.000 m | 9.50000 38.00| 9.50000 38.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75325 4.000 EACH| 80.00000 320.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 48,330.50| $ 62,471.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,330.50| $ 62,471.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,415.73 ROUTE : 135 CALL ORDER : 420 CONTRACT ID : M -25897-A COUNTIES : HARRISON LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 271,970.00 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 276,855.70 101.7964% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1150.00000 5750.00| 1000.00000 5000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3100.00000 3100.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13500.00000 13500.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1297.000 LFT | 3.00000 3891.00| 3.00000 3891.00| GUARDRAIL, REMOVE | | | 0005 202-60820 15102.000 SYS | 0.74000 11175.48| 0.80000 12081.60| SURFACE MILLING, ASPHALT | | | 0006 202-60822 6090.110 SYS | 1.44000 8769.76| 1.50000 9135.17| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-93741 3.000 EACH| 300.00000 900.00| 300.00000 900.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 303-52308 154.000 TON | 13.60000 2094.40| 19.00000 2926.00| COMPACTED AGGREGATE, O, 53 | | | 0009 401-05454 2331.150 TON | 27.60000 64339.74| 29.50000 68768.93| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 1457.000 TON | 40.20000 58571.40| 39.50000 57551.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 406-05520 18.000 TON | 125.00000 2250.00| 200.00000 3600.00| ASPHALT FOR TACK COAT | | | 0012 506-06333 227.330 SYS | 123.00000 27961.59| 150.00000 34099.50| PCCP PATCHING, FULL DEPTH | | | 0013 601-94690 3.000 EACH| 3900.00000 11700.00| 3175.00000 9525.00| GUARDRAIL END TREATMENT, MS | | | 0015 601-99132 1.000 EACH| 100.00000 100.00| 100.00000 100.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,415.73 ROUTE : 135 CALL ORDER : 420 CONTRACT ID : M -25897-A COUNTIES : HARRISON LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 160.000 TON | 37.00000 5920.00| 49.50000 7920.00| HMA FOR APPROACHES | | | 0017 801-06207 960.000 LFT | 1.30000 1248.00| 1.00000 960.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 24.000 EACH| 60.00000 1440.00| 60.00000 1440.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 7895.63000 7895.63| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0020 805-02440 1738.000 LFT | 0.80000 1390.40| 0.80000 1390.40| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0021 805-78510 174.000 LFT | 0.50000 87.00| 0.50000 87.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0022 805-78795 440.000 LFT | 6.50000 2860.00| 6.50000 2860.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 805-92951 7.000 EACH| 140.00000 980.00| 82.00000 574.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0024 808-06711 2300.000 LFT | 0.01000 23.00| 0.01000 23.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06713 4600.000 LFT | 0.85000 3910.00| 0.85000 3910.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 4600.000 LFT | 0.85000 3910.00| 0.85000 3910.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75074 6000.000 LFT | 0.01000 60.00| 0.01000 60.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0028 808-75090 5000.000 LFT | 0.01000 50.00| 0.01000 50.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24 IN. | | | 0029 808-75140 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0030 808-75297 260.000 LFT | 15.00000 3900.00| 15.00000 3900.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 13.000 EACH| 150.00000 1950.00| 150.00000 1950.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 3.000 EACH| 250.00000 750.00| 250.00000 750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,415.73 ROUTE : 135 CALL ORDER : 420 CONTRACT ID : M -25897-A COUNTIES : HARRISON LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99108 1297.000 LFT | 15.80000 20492.60| 15.80000 20492.60| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | SECTION TOTALS | $ 271,970.00| $ 276,855.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 271,970.00| $ 276,855.70| ====================================================================================================================================