INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,063.01 ROUTE : CALL ORDER : 430 CONTRACT ID : M -26848-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 994900B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 61,620.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 62,293.87 101.0935% 3 35-1033872 GRADY BROTHERS, INC. $ 67,571.00 109.6575% 4 35-1561537 GLOBE ASPHALT PAVING CO $ 70,520.00 114.4433% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 84,160.00 136.5790% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 92,104.04 149.4710% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-1033872 |E & B PAVING, INC. |SHELLY & SANDS, INC. |GRADY BROTHERS, INC. 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| 3075.00000 3075.00| 2537.76000 2537.76| 4500.00000 4500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 203-02000 108.000 CYS | 40.00000 4320.00| 19.14000 2067.12| 35.00000 3780.00 EXCAVATION, COMMON | | | 0003 303-52308 128.000 TON | 35.00000 4480.00| 24.01000 3073.28| 27.50000 3520.00 COMPACTED AGGREGATE, O, 53 | | | 0004 402-07432 493.000 TON | 47.00000 23171.00| 48.15000 23737.95| 55.00000 27115.00 HMA SURFACE, TYPE A | | | 0005 402-07435 269.000 TON | 37.00000 9953.00| 58.08000 15623.52| 44.00000 11836.00 HMA INTERMEDIATE, TYPE A | | | 0006 402-07440 258.000 TON | 37.00000 9546.00| 45.43000 11720.94| 40.00000 10320.00 HMA BASE. TYPE A | | | 0007 402-07450 13.000 TON | 150.00000 1950.00| 67.61000 878.93| 75.00000 975.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0008 406-05520 1.500 TON | 200.00000 300.00| 199.03000 298.55| 650.00000 975.00 ASPHALT FOR TACK COAT | | | 0009 604-07483 7.000 TON | 225.00000 1575.00| 66.98000 468.86| 150.00000 1050.00 HMA FOR SIDEWALK | | | 0010 720-44000 5.000 EACH| 450.00000 2250.00| 212.30000 1061.50| 400.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0011 801-06775 LUMP| 1000.00000 1000.00| 825.46000 825.46| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 61,620.00| $ 62,293.87| $ 67,571.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 61,620.00| $ 62,293.87| $ 67,571.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,063.01 ROUTE : CALL ORDER : 430 CONTRACT ID : M -26848-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1561537 |(5) 35-0918397 |(6) 35-1917625 |GLOBE ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 3300.00000 3300.00| 7000.00000 7000.00| 4100.00000 4100.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 203-02000 108.000 CYS | 50.00000 5400.00| 75.00000 8100.00| 53.14000 5739.12 EXCAVATION, COMMON | | | 0003 303-52308 128.000 TON | 20.00000 2560.00| 30.00000 3840.00| 45.69000 5848.32 COMPACTED AGGREGATE, O, 53 | | | 0004 402-07432 493.000 TON | 60.00000 29580.00| 65.00000 32045.00| 63.08000 31098.44 HMA SURFACE, TYPE A | | | 0005 402-07435 269.000 TON | 50.00000 13450.00| 50.00000 13450.00| 54.61000 14690.09 HMA INTERMEDIATE, TYPE A | | | 0006 402-07440 258.000 TON | 40.00000 10320.00| 50.00000 12900.00| 54.59000 14084.22 HMA BASE. TYPE A | | | 0007 402-07450 13.000 TON | 100.00000 1300.00| 100.00000 1300.00| 120.45000 1565.85 HMA, TYPE A, WEDGE AND LEVEL | | | 0008 406-05520 1.500 TON | 240.00000 360.00| 200.00000 300.00| 230.00000 345.00 ASPHALT FOR TACK COAT | | | 0009 604-07483 7.000 TON | 250.00000 1750.00| 175.00000 1225.00| 350.00000 2450.00 HMA FOR SIDEWALK | | | 0010 720-44000 5.000 EACH| 300.00000 1500.00| 400.00000 2000.00| 390.00000 1950.00 CASTING, ADJUST TO GRADE | | | 0011 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 10233.00000 10233.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 70,520.00| $ 84,160.00| $ 92,104.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 70,520.00| $ 84,160.00| $ 92,104.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 434 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,744.01 ROUTE : CALL ORDER : 434 CONTRACT ID : M -27016-B COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/21/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AL SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 182,607.67 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 6315.00000 6315.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 301-07448 300.000 TON | 12.00000 3600.00| | COMPACTED AGGREGATE, NO. 53, BASE FOR | | | SHOULDER WEDGES | | | 0003 303-04075 270.000 TON | 52.25000 14107.50| | COMPACTED AGGREGATE, O, 73 FOR SHOULDER | | | WEDGES | | | 0004 304-07489 200.000 TON | 78.18000 15636.00| | HMA PATCHING, TYPE A | | | 0005 402-07432 2700.000 TON | 49.74000 134298.00| | HMA SURFACE, TYPE A | | | 0006 405-05517 18.400 TON | 335.02000 6164.37| | ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.000 TON | 205.80000 617.40| | ASPHALT FOR TACK COAT | | | 0008 801-06640 12.000 EACH| 72.45000 869.40| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 182,607.67| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,607.67| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 436 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,898.93 ROUTE : CALL ORDER : 436 CONTRACT ID : M -27018-B COUNTIES : PUTNAM LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AK SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 129,399.26 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 7575.00000 7575.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 100.000 TON | 5.95000 595.00| | COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0003 304-07489 100.000 TON | 61.26000 6126.00| | HMA PATCHING, TYPE A | | | 0004 402-07432 2500.000 TON | 44.28000 110700.00| | HMA SURFACE, TYPE A | | | 0005 405-05518 3408.000 SYS | 0.55000 1874.40| | ASPHALT FOR PRIME COAT | | | 0006 406-05520 4.300 TON | 205.13000 882.06| | ASPHALT FOR TACK COAT | | | 0007 801-06640 6.000 EACH| 107.80000 646.80| | CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 129,399.26| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,399.26| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 243,033.05 ROUTE : 25 CALL ORDER : 440 CONTRACT ID : M -27091-A COUNTIES : CASS LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 40000AC SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 172,990.34 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 185,446.24 107.2003% ==================================================================================================================================== |(1) 35-1621699 |(2) 35-0997978 | |CENTRAL PAVING, INC. |PHEND & BROWN, 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 110-01001 LUMP| 8600.00000 8600.00| 9000.00000 9000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 26500.000 SYS | 1.25000 33125.00| 1.65000 43725.00| SURFACE MILLING, ASPHALT | | | 0003 401-07328 2300.000 TON | 47.00000 108100.00| 45.75000 105225.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0004 406-05520 8.000 TON | 150.00000 1200.00| 160.00000 1280.00| ASPHALT FOR TACK COAT | | | 0005 801-06207 742.000 LFT | 1.50000 1113.00| 2.45000 1817.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0006 801-06640 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| CONSTRUCTION SIGN, A | | | 0007 801-06645 4.000 EACH| 10.00000 40.00| 20.00000 80.00| CONSTRUCTION SIGN, B | | | 0008 801-06775 LUMP| 11900.00000 11900.00| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0009 808-06711 2878.000 LFT | 0.18000 518.04| 0.18000 518.04| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0010 808-06713 1250.000 LFT | 0.18000 225.00| 0.18000 225.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06714 3310.000 LFT | 0.18000 595.80| 0.18000 595.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75300 616.000 LFT | 1.50000 924.00| 1.50000 924.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0017 808-75320 9.000 EACH| 40.00000 360.00| 0.40000 3.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 243,033.05 ROUTE : 25 CALL ORDER : 440 CONTRACT ID : M -27091-A COUNTIES : CASS LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 |(2) 35-0997978 | |CENTRAL PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 808-75325 4.000 EACH| 60.00000 240.00| 0.60000 2.40| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0019 808-75297 257.000 LFT | 3.50000 899.50| 3.50000 899.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 805-78470 900.000 LFT | 0.50000 450.00| 0.50000 450.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 350.000 LFT | 10.00000 3500.00| 10.00000 3500.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 172,990.34| $ 185,446.24| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 172,990.34| $ 185,446.24| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 450 CONTRACT ID : M -27112-A COUNTIES : JASPER LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 211,798.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 222,365.00 104.9889% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,946.24 ROUTE : 65, 265 CALL ORDER : 460 CONTRACT ID : M -27129-A COUNTIES : VARIOUS LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 50000AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 159,293.02 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 160,575.00 100.8047% 3 35-2110733 SPECIALTIES COMPANY LLC $ 202,988.75 127.4310% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-07038 12.000 MOS | 1400.00000 16800.00| 1350.00000 16200.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 6800.00000 6800.00| 6600.00000 6600.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 601-01128 1.000 EACH| 925.00000 925.00| 750.00000 750.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0004 601-01522 1.000 EACH| 1350.00000 1350.00| 1135.00000 1135.00| 1400.00000 1400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0005 601-02103 525.000 LFT | 9.60000 5040.00| 12.50000 6562.50| 14.75000 7743.75 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0006 601-02212 50.000 EACH| 13.50000 675.00| 14.00000 700.00| 20.00000 1000.00 GUARDRAIL POST, BRACKET, 8.5 LBS PER FT,| | | GALVANIZED, 1 FT. 5 IN. | | | 0007 601-03444 5.000 EACH| 85.00000 425.00| 70.00000 350.00| 100.00000 500.00 CAT TRANSITION STEEL POST, MK 9 | | | 0008 601-03445 5.000 EACH| 130.00000 650.00| 135.00000 675.00| 150.00000 750.00 CAT TRANSITION PANEL, MK WC | | | 0009 601-03446 5.000 EACH| 110.00000 550.00| 110.00000 550.00| 135.00000 675.00 CAT TRANSITION CABLE, MK CA | | | 0010 601-03447 5.000 EACH| 60.00000 300.00| 75.00000 375.00| 80.00000 400.00 CAT BRACKET MK BK, FOR TRANSITION CABLE,| | | MK CA , MK CA | | | 0011 601-03448 5.000 EACH| 25.00000 125.00| 22.00000 110.00| 30.00000 150.00 CAT TRANSITION STEEL POST BRACKET, MK D | | | , MK D | | | 0012 601-03462 75.000 EACH| 48.00000 3600.00| 44.50000 3337.50| 55.00000 4125.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,946.24 ROUTE : 65, 265 CALL ORDER : 460 CONTRACT ID : M -27129-A COUNTIES : VARIOUS LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-03471 5.000 EACH| 3150.00000 15750.00| 2995.00000 14975.00| 3500.00000 17500.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0014 601-03599 3.000 EACH| 110.00000 330.00| 115.00000 345.00| 150.00000 450.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0015 601-03683 50.000 HRS | 208.00000 10400.00| 240.00000 12000.00| 250.00000 12500.00 COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0016 601-61340 75.000 EACH| 45.00000 3375.00| 75.00000 5625.00| 65.00000 4875.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0017 601-61350 50.000 EACH| 15.00000 750.00| 16.00000 800.00| 25.00000 1250.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0018 601-61390 5.000 EACH| 40.00000 200.00| 28.00000 140.00| 40.00000 200.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0019 601-61400 5.000 EACH| 350.00000 1750.00| 300.00000 1500.00| 425.00000 2125.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0020 601-61545 25.000 EACH| 22.00000 550.00| 25.00000 625.00| 30.00000 750.00 GUARD RAIL POST, ALUMINUM, INSTALL | | | 0021 601-62530 1.000 EACH| 125.00000 125.00| 151.30000 151.30| 175.00000 175.00 GUARD RAIL PIER CONNECTION, ES | | | 0022 601-62540 500.000 EACH| 18.00000 9000.00| 15.00000 7500.00| 21.00000 10500.00 GUARD RAIL POST, PLUMB | | | 0023 601-62555 246.000 LFT | 1.55000 381.30| 5.50000 1353.00| 6.75000 1660.50 GUARD RAIL,, TUBING, ELIPTICAL, | | | ALUMINUM, LABOR ONLY | | | 0024 601-62580 10.000 EACH| 15.00000 150.00| 15.00000 150.00| 40.00000 400.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0025 601-90678 11.000 CYS | 140.00000 1540.00| 185.00000 2035.00| 175.00000 1925.00 CONCRETE, A, BURIED END SECTION | | | 0026 601-91428 6.000 EACH| 280.00000 1680.00| 225.00000 1350.00| 325.00000 1950.00 GUARD RAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0027 601-91432 6.000 EACH| 270.00000 1620.00| 250.00000 1500.00| 315.00000 1890.00 GUARD RAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,946.24 ROUTE : 65, 265 CALL ORDER : 460 CONTRACT ID : M -27129-A COUNTIES : VARIOUS LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-91504 5.000 EACH| 115.00000 575.00| 100.00000 500.00| 135.00000 675.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0029 601-91505 5.000 EACH| 100.00000 500.00| 90.00000 450.00| 115.00000 575.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0030 601-91542 5.000 EACH| 40.00000 200.00| 20.00000 100.00| 50.00000 250.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0031 601-91649 2.000 EACH| 125.00000 250.00| 120.00000 240.00| 150.00000 300.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0032 601-91653 2.000 EACH| 115.00000 230.00| 100.00000 200.00| 150.00000 300.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0033 601-93346 5.000 EACH| 45.00000 225.00| 75.00000 375.00| 75.00000 375.00 GUARD RAIL CONNECTOR, AS | | | 0034 601-94645 1.000 EACH| 175.00000 175.00| 185.00000 185.00| 225.00000 225.00 GUARD RAIL END TREATMENT, SENTRE ,NOSE | | | PIECE ONLY | | | 0035 601-94689 5.000 EACH| 2450.00000 12250.00| 1975.00000 9875.00| 3000.00000 15000.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 3.000 EACH| 3600.00000 10800.00| 3100.00000 9300.00| 4000.00000 12000.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-95972 5.000 EACH| 80.00000 400.00| 50.00000 250.00| 90.00000 450.00 GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0038 601-96591 4921.000 LFT | 4.82000 23719.22| 5.20000 25589.20| 5.75000 28295.75 GUARD RAIL PANEL, STEEL BEAM | | | 0039 601-97947 100.000 EACH| 4.40000 440.00| 5.00000 500.00| 20.00000 2000.00 GUARD RAIL CLAMP BAR, ALUMINUM | | | 0040 601-97950 5.000 EACH| 25.00000 125.00| 15.00000 75.00| 50.00000 250.00 GUARD RAIL POST BRACKET, TREATED TIMBER,| | | 6 IN. X 6 IN. | | | 0041 601-99105 1640.000 LFT | 9.45000 15498.00| 9.70000 15908.00| 11.75000 19270.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 601-99109 165.000 LFT | 21.30000 3514.50| 21.50000 3547.50| 17.75000 2928.75 GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0043 601-99123 1.000 EACH| 1950.00000 1950.00| 1851.00000 1851.00| 2000.00000 2000.00 GUARDRAIL TRANSITION, GP | | | 0044 801-06775 LUMP| 3600.00000 3600.00| 4235.00000 4235.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 159,293.02| $ 160,575.00| $ 202,988.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,293.02| $ 160,575.00| $ 202,988.75 ====================================================================================================================================