INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 273,159.05 ROUTE : CALL ORDER : 511 CONTRACT ID : M -27131-A COUNTIES : VANDERBURGH LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 998200A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 203,400.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 227,387.25 111.7931% 3 35-1139301 E & B PAVING, INC. $ 260,000.00 127.8269% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION ROAD MAINTENANCE | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 1750.00000 5250.00| 1800.00000 5400.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 10177.52000 10177.52| 11000.00000 11000.00| 13203.52000 13203.52 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 200.000 TON | 75.00000 15000.00| 100.00000 20000.00| 105.00000 21000.00 HMA PATCHING, TYPE B | | | 0006 306-08034 10000.000 SYS | 0.40000 4000.00| 0.80000 8000.00| 0.75000 7500.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 400.000 SYS | 3.65000 1460.00| 4.50000 1800.00| 2.50000 1000.00 MILLING, TRANSITION | | | 0008 402-07433 2940.000 TON | 35.00000 102900.00| 41.00000 120540.00| 47.50000 139650.00 HMA SURFACE, TYPE B | | | 0009 402-07438 1265.000 TON | 38.40000 48576.00| 40.50000 51232.50| 40.00000 50600.00 HMA INTERMEDIATE, TYPE B | | | 0010 406-05520 10.000 TON | 175.00000 1750.00| 200.00000 2000.00| 225.00000 2250.00 ASPHALT FOR TACK COAT | | | 0011 615-97768 52.000 EACH| 20.00000 1040.00| 9.00000 468.00| 100.00000 5200.00 PARKING BARRIER, RESET | | | 0012 801-06640 5.000 EACH| 175.00000 875.00| 125.00000 625.00| 175.00000 875.00 CONSTRUCTION SIGN, A | | | 0013 808-06713 8100.000 LFT | 0.25000 2025.00| 0.25000 2025.00| 0.25000 2025.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06713 3970.000 LFT | 1.32000 5240.40| 0.25000 992.50| 1.32000 5240.40 LINE, PAINT, SOLID, WHITE, 4 IN. , FOR | | | PARKING SPACE LINES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 273,159.05 ROUTE : CALL ORDER : 511 CONTRACT ID : M -27131-A COUNTIES : VANDERBURGH LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 8100.000 LFT | 0.25000 2025.00| 0.25000 2025.00| 0.25000 2025.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-06714 400.000 LFT | 1.32000 528.00| 0.25000 100.00| 1.32000 528.00 LINE, PAINT, SOLID, YELLOW, 4 IN. , FOR | | | PARKING SPACE LINES | | | 0017 808-06721 85.000 LFT | 1.32000 112.20| 0.25000 21.25| 1.32000 112.20 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. , WHITE | | | 0018 808-06721 184.000 LFT | 1.32000 242.88| 0.25000 46.00| 1.32000 242.88 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. , YELLOW | | | 0019 808-75258 90.000 LFT | 3.00000 270.00| 1.80000 162.00| 3.00000 270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 10 IN. | | | 0020 808-75297 96.000 LFT | 6.00000 576.00| 4.00000 384.00| 6.00000 576.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-94435 1.000 EACH| 300.00000 300.00| 90.00000 90.00| 300.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | 0022 808-97222 2.000 EACH| 150.00000 300.00| 12.00000 24.00| 150.00000 300.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0023 301-07448 20.000 TON | 75.00000 1500.00| 30.00000 600.00| 85.00000 1700.00 COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 203,400.00| $ 227,387.25| $ 260,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 203,400.00| $ 227,387.25| $ 260,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 27 CALL ORDER : 521 CONTRACT ID : M -27283-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/20/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 743,924.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,113,406.92 149.6667% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 15 CALL ORDER : 531 CONTRACT ID : M -27622-A COUNTIES : ELKHART LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 232,401.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 233,243.82 100.3625% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 31, SR 218 CALL ORDER : 541 CONTRACT ID : M -27644-A COUNTIES : MIAMI LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/12/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 659,699.93 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 419,297.09 ROUTE : VARIOUS CALL ORDER : 551 CONTRACT ID : M -27667-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/13/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 20000AS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 354,101.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 381,057.50 107.6126% 3 35-1139301 E & B PAVING, INC. $ 397,110.50 112.1461% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 399,007.00 112.6816% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 17705.00000 17705.00| 19000.00000 19000.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-90014 3.250 STA | 1400.00000 4550.00| 500.00000 1625.00| 650.00000 2112.50 LINEAR GRADING | | | 0005 301-07448 57.000 TON | 80.00000 4560.00| 50.00000 2850.00| 24.00000 1368.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-01180 1080.000 TON | 18.00000 19440.00| 12.00000 12960.00| 24.00000 25920.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 120.000 TON | 140.00000 16800.00| 100.00000 12000.00| 65.00000 7800.00 HMA PATCHING, TYPE B | | | 0008 304-07493 115.000 TON | 45.00000 5175.00| 70.00000 8050.00| 35.00000 4025.00 WIDENING WITH HMA, TYPE B | | | 0009 306-08043 4320.000 SYS | 4.30000 18576.00| 5.00000 21600.00| 5.25000 22680.00 MILLING, TRANSITION | | | 0010 402-07451 5700.000 TON | 35.00000 199500.00| 40.00000 228000.00| 42.00000 239400.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 14.000 TON | 500.00000 7000.00| 275.00000 3850.00| 140.00000 1960.00 ASPHALT FOR TACK COAT | | | 0012 610-07487 450.000 TON | 65.00000 29250.00| 54.00000 24300.00| 42.00000 18900.00 HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 1800.000 LFT | 3.00000 5400.00| 2.25000 4050.00| 1.00000 1800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 419,297.09 ROUTE : VARIOUS CALL ORDER : 551 CONTRACT ID : M -27667-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 10.000 EACH| 150.00000 1500.00| 150.00000 1500.00| 150.00000 1500.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 10805.00000 10805.00| 28000.00000 28000.00| 36700.00000 36700.00 MAINTAINING TRAFFIC | | | 0016 801-92448 65.000 DAY | 8.00000 520.00| 7.00000 455.00| 5.00000 325.00 CONSTRUCTION SIGNS, MOBILE | | | 0017 802-05701 35.000 LFT | 20.00000 700.00| 10.50000 367.50| 20.00000 700.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-91122 2.000 EACH| 150.00000 300.00| 440.00000 880.00| 150.00000 300.00 SIGN, GROUND MOUNTED, RESET | | | 0019 808-01184 3400.000 LFT | 0.15000 510.00| 0.01000 34.00| 0.15000 510.00 LINE, PAINT, BROKEN, YELLOW, 5 IN. | | | 0020 808-06713 37500.000 LFT | 0.12000 4500.00| 0.10000 3750.00| 0.12000 4500.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 10900.000 LFT | 0.12000 1308.00| 0.10000 1090.00| 0.12000 1308.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75998 180.000 EACH| 25.00000 4500.00| 28.30000 5094.00| 25.00000 4500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 202-91010 2.000 EACH| 750.00000 1500.00| 800.00000 1600.00| 650.00000 1300.00 TREE, 24 IN., REMOVE | | | SECTION TOTALS | $ 354,101.00| $ 381,057.50| $ 397,110.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 354,101.00| $ 381,057.50| $ 397,110.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 419,297.09 ROUTE : VARIOUS CALL ORDER : 551 CONTRACT ID : M -27667-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 19900.00000 19900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 203-90014 3.250 STA | 1800.00000 5850.00| | LINEAR GRADING | | | 0005 301-07448 57.000 TON | 35.00000 1995.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-01180 1080.000 TON | 25.00000 27000.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 120.000 TON | 100.00000 12000.00| | HMA PATCHING, TYPE B | | | 0008 304-07493 115.000 TON | 63.00000 7245.00| | WIDENING WITH HMA, TYPE B | | | 0009 306-08043 4320.000 SYS | 5.60000 24192.00| | MILLING, TRANSITION | | | 0010 402-07451 5700.000 TON | 40.00000 228000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 14.000 TON | 150.00000 2100.00| | ASPHALT FOR TACK COAT | | | 0012 610-07487 450.000 TON | 71.00000 31950.00| | HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 1800.000 LFT | 1.50000 2700.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 10.000 EACH| 150.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0016 801-92448 65.000 DAY | 77.00000 5005.00| | CONSTRUCTION SIGNS, MOBILE | | | 0017 802-05701 35.000 LFT | 20.00000 700.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-91122 2.000 EACH| 150.00000 300.00| | SIGN, GROUND MOUNTED, RESET | | | 0019 808-01184 3400.000 LFT | 0.15000 510.00| | LINE, PAINT, BROKEN, YELLOW, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 419,297.09 ROUTE : VARIOUS CALL ORDER : 551 CONTRACT ID : M -27667-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06713 37500.000 LFT | 0.12000 4500.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 10900.000 LFT | 0.12000 1308.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75998 180.000 EACH| 25.00000 4500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 202-91010 2.000 EACH| 1375.00000 2750.00| | TREE, 24 IN., REMOVE | | | SECTION TOTALS | $ 399,007.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,007.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,123.57 ROUTE : CALL ORDER : 561 CONTRACT ID : M -27672-A COUNTIES : CLARK SCOTT LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 991000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 302,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 348,233.00 115.3089% ==================================================================================================================================== |(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 HMA RESURFACE | | | 0001 105-07038 3.000 MOS | 1220.00000 3660.00| 2000.00000 6000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 15000.00000 15000.00| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 50.000 TON | 90.00000 4500.00| 200.00000 10000.00| HMA PATCHING, TYPE B | | | 0006 306-08032 87.000 SYS | 23.50000 2044.50| 25.00000 2175.00| MILLING, TRANSITION | | | 0009 402-07451 100.000 TON | 40.50000 4050.00| 60.00000 6000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0010 406-05520 17.000 TON | 175.00000 2975.00| 200.00000 3400.00| ASPHALT FOR TACK COAT | | | 0011 801-06640 4.000 EACH| 95.00000 380.00| 250.00000 1000.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 8720.00000 8720.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0013 402-07434 4057.000 TON | 40.50000 164308.50| 48.00000 194736.00| HMA SURFACE, TYPE C | | | 0014 402-07442 3212.000 TON | 30.00000 96360.00| 35.00000 112420.00| HMA BASE, TYPE C | | | SECTION TOTALS | $ 302,000.00| $ 348,233.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 302,000.00| $ 348,233.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : M -27728-A COUNTIES : PARKE MONTGOMERY LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 219,387.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 232,594.25 106.0197% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 260,000.00 118.5116% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,380.20 ROUTE : CALL ORDER : 581 CONTRACT ID : M -27729-A COUNTIES : PARKE LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996100A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 220,212.81 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. CONDITIONAL BID $ 264,901.15 120.2932% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 298,208.00 135.4180% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1111003 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|WHITE CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 5498.00000 5498.00| 13000.00000 13000.00| 14900.00000 14900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 50.000 TON | 13.99000 699.50| 45.00000 2250.00| 100.00000 5000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 469.000 TON | 57.01000 26737.69| 60.35000 28304.15| 58.00000 27202.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 50.000 TON | 27.35000 1367.50| 150.00000 7500.00| 130.00000 6500.00 HMA PATCHING, TYPE A | | | 0007 402-07450 3600.000 TON | 50.62000 182232.00| 54.40000 195840.00| 61.75000 222300.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0008 405-05517 21.920 TON | 1.00000 21.92| 450.00000 9864.00| 450.00000 9864.00 ASPHALT FOR PRIME COAT | | | 0009 406-05520 7.900 TON | 198.00000 1564.20| 290.00000 2291.00| 200.00000 1580.00 ASPHALT FOR TACK COAT | | | 0010 801-06640 6.000 EACH| 165.00000 990.00| 175.00000 1050.00| 310.00000 1860.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 1100.00000 1100.00| 4800.00000 4800.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 220,212.81| $ 264,901.15| $ 298,208.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,212.81| $ 264,901.15| $ 298,208.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 125,628.56 ROUTE : CALL ORDER : 591 CONTRACT ID : M -27730-A COUNTIES : OWEN PUTNAM LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/07/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996000B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 111,967.58 100.0000% 2 35-1341287 HARCO ASPHALT PAVING INC. $ 138,616.50 123.8005% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 182,289.50 162.8056% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1341287 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|HARCO ASPHALT PAVING INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 4912.00000 4912.00| 2000.00000 2000.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 70.000 TON | 6.75000 472.50| 25.00000 1750.00| 65.00000 4550.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 281.000 TON | 58.62000 16472.22| 34.20000 9610.20| 88.00000 24728.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 75.000 TON | 61.37000 4602.75| 80.40000 6030.00| 105.00000 7875.00 HMA PATCHING, TYPE A | | | 0007 402-07450 1732.000 TON | 47.65000 82529.80| 60.40000 104612.80| 70.00000 121240.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0008 405-05517 9.310 TON | 1.00000 9.31| 150.00000 1396.50| 450.00000 4189.50 ASPHALT FOR PRIME COAT | | | 0009 406-05520 6.500 TON | 198.00000 1287.00| 150.00000 975.00| 170.00000 1105.00 ASPHALT FOR TACK COAT | | | 0010 801-06640 2.000 EACH| 315.00000 630.00| 120.00000 240.00| 400.00000 800.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 1050.00000 1050.00| 12000.00000 12000.00| 5300.00000 5300.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 111,967.58| $ 138,616.50| $ 182,289.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 111,967.58| $ 138,616.50| $ 182,289.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,361.98 ROUTE : CALL ORDER : 601 CONTRACT ID : M -27738-A COUNTIES : CLARK FLOYD LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5000OAI SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 239,500.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 317,982.00 132.7691% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1200.00000 1200.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 11801.30000 11801.30| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 2024.000 CYS | 12.00000 24288.00| 25.00000 50600.00| EXCAVATION, COMMON | | | 0006 306-08032 2000.000 SYS | 4.30000 8600.00| 5.00000 10000.00| MILLING, TRANSITION | | | 0007 402-07434 1782.000 TON | 39.00000 69498.00| 50.00000 89100.00| HMA SURFACE, TYPE C | | | 0008 402-07442 4007.000 TON | 30.10000 120610.70| 40.00000 160280.00| HMA BASE, TYPE C | | | 0009 406-05520 20.000 TON | 175.00000 3500.00| 150.00000 3000.00| ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 239,500.00| $ 317,982.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,500.00| $ 317,982.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 194,175.71 ROUTE : CALL ORDER : 611 CONTRACT ID : M -27739-A COUNTIES : DELAWARE MADISON LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990BB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 150,000.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION & PARK ROAD MAINTENANCE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 7500.00000 7500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2668.000 SYS | 5.00000 13340.00| | SURFACE MILLING, ASPHALT | | | 0005 303-01180 170.000 TON | 83.00000 14110.00| | COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07489 239.000 TON | 105.00000 25095.00| | HMA PATCHING, TYPE A | | | 0007 304-07492 55.000 TON | 100.00000 5500.00| | WIDENING WITH HMA, TYPE A | | | 0008 402-07432 1028.000 TON | 60.00000 61680.00| | HMA SURFACE, TYPE A | | | 0009 402-07435 370.000 TON | 55.00000 20350.00| | HMA INTERMEDIATE, TYPE A | | | 0010 406-05520 1.800 TON | 200.00000 360.00| | ASPHALT FOR TACK COAT | | | 0011 801-06775 LUMP| 2063.00000 2063.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 150,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 150,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,224.23 ROUTE : SR 218 CALL ORDER : 621 CONTRACT ID : M -27744-A COUNTIES : CARROLL LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AW SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 128,757.03 100.0000% 2 35-1621699 CENTRAL PAVING, INC. $ 142,814.20 110.9175% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1621699 | |RIETH RILEY CONSTRUCTION |CENTRAL PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 18378.08000 18378.08| 7150.00000 7150.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-07449 250.000 TON | 18.97000 4742.50| 18.00000 4500.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 306-08043 865.000 SYS | 1.00000 865.00| 4.00000 3460.00| MILLING, TRANSITION | | | 0006 402-07451 1400.000 TON | 33.95000 47530.00| 44.00000 61600.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0007 406-05520 5.000 TON | 161.28000 806.40| 50.00000 250.00| ASPHALT FOR TACK COAT | | | 0008 610-07487 55.000 TON | 127.37000 7005.35| 90.00000 4950.00| HMA FOR APPROACHES, TYPE B | | | 0009 801-06207 600.000 LFT | 1.07000 642.00| 1.65000 990.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 24.000 EACH| 60.00000 1440.00| 60.00000 1440.00| CONSTRUCTION SIGN, A | | | 0011 801-06645 4.000 EACH| 10.00000 40.00| 10.00000 40.00| CONSTRUCTION SIGN, B | | | 0012 801-06775 LUMP| 6582.15000 6582.15| 16800.00000 16800.00| MAINTAINING TRAFFIC | | | 0013 808-06712 760.000 LFT | 0.12000 91.20| 0.18000 136.80| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 5600.000 LFT | 0.12000 672.00| 0.18000 1008.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,224.23 ROUTE : SR 218 CALL ORDER : 621 CONTRACT ID : M -27744-A COUNTIES : CARROLL LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1621699 | |RIETH RILEY CONSTRUCTION |CENTRAL PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 6480.000 LFT | 0.12000 777.60| 0.18000 1166.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 68.000 LFT | 6.80000 462.40| 5.50000 374.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75300 80.000 LFT | 1.70000 136.00| 1.50000 120.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0018 808-75340 2.000 EACH| 533.00000 1066.00| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0019 808-75996 125.000 EACH| 8.35000 1043.75| 8.00000 1000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 306-08034 11540.000 SYS | 1.29000 14886.60| 1.30000 15002.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0021 808-75998 125.000 EACH| 30.00000 3750.00| 25.00000 3125.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 304-07490 200.000 TON | 89.19000 17838.00| 95.00000 19000.00| HMA PATCHING, TYPE B | | | SECTION TOTALS | $ 128,757.03| $ 142,814.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,757.03| $ 142,814.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,325.50 ROUTE : VARIOUS CALL ORDER : 631 CONTRACT ID : M -27798-A COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/13/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AV SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 299,426.17 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 381,239.30 127.3233% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-07039 4.000 MOS | 800.00000 3200.00| 1550.00000 6200.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 13100.00000 13100.00| 19100.00000 19100.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-90277 2.000 EACH| 280.00000 560.00| 280.00000 560.00| DETECTOR HOUSING, REMOVE | | | 0006 203-90014 2.500 STA | 1000.00000 2500.00| 3000.00000 7500.00| LINEAR GRADING | | | 0007 301-07448 78.000 TON | 30.00000 2340.00| 35.00000 2730.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-01180 260.000 TON | 30.00000 7800.00| 30.00000 7800.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07490 1080.000 TON | 90.00000 97200.00| 110.00000 118800.00| HMA PATCHING, TYPE B | | | 0010 304-07493 325.000 TON | 40.00000 13000.00| 49.00000 15925.00| WIDENING WITH HMA, TYPE B | | | 0011 306-08043 7300.000 SYS | 6.00000 43800.00| 6.00000 43800.00| MILLING, TRANSITION | | | 0012 402-07451 2100.000 TON | 40.00000 84000.00| 51.00000 107100.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0013 402-07452 13.500 TON | 118.79000 1603.67| 100.00000 1350.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0014 406-05520 5.500 TON | 200.00000 1100.00| 150.00000 825.00| ASPHALT FOR TACK COAT | | | 0015 610-07487 24.000 TON | 40.00000 960.00| 42.00000 1008.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,325.50 ROUTE : VARIOUS CALL ORDER : 631 CONTRACT ID : M -27798-A COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 490.000 LFT | 4.00000 1960.00| 1.90000 931.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 27.000 EACH| 165.00000 4455.00| 100.00000 2700.00| CONSTRUCTION SIGN, A | | | 0018 801-06710 3.000 DAY | 25.00000 75.00| 70.00000 210.00| FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 240.00000 240.00| 24400.00000 24400.00| MAINTAINING TRAFFIC | | | 0020 801-92448 85.000 DAY | 5.00000 425.00| 3.40000 289.00| CONSTRUCTION SIGNS, MOBILE | | | 0021 804-97955 1.000 EACH| 25.00000 25.00| 25.00000 25.00| DELINEATOR POST, FLEXIBLE, RESET | | | 0022 805-06592 15.000 LFT | 20.00000 300.00| 20.00000 300.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-78470 1000.000 LFT | 0.70000 700.00| 0.70000 700.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78510 30.000 LFT | 1.50000 45.00| 1.50000 45.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0025 805-78785 3.000 EACH| 450.00000 1350.00| 450.00000 1350.00| SIGNAL DETECTOR HOUSING | | | 0026 805-78795 345.000 LFT | 9.50000 3277.50| 9.50000 3277.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-01184 950.000 LFT | 0.35000 332.50| 0.01000 9.50| LINE, PAINT, BROKEN, YELLOW, 5 IN. | | | 0028 808-06713 12400.000 LFT | 0.35000 4340.00| 0.31000 3844.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 5730.000 LFT | 0.35000 2005.50| 0.31000 1776.30| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-75320 2.000 EACH| 100.00000 200.00| 86.00000 172.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 2.000 EACH| 140.00000 280.00| 130.00000 260.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0032 808-75998 110.000 EACH| 75.00000 8250.00| 75.00000 8250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 299,426.17| $ 381,239.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,426.17| $ 381,239.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 651 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 651 CONTRACT ID : MT-27763-A COUNTIES : LAKE LAPORTE LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2110733 SPECIALTIES COMPANY LLC $ 618,727.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 631,635.00 102.0862% ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-07025 110.000 EACH| 500.00000 55000.00| 330.00000 36300.00| MOBILIZATION AND DEMOBILIZATION PER SITE| | | 0004 202-02241 1000.000 m | 2.00000 2000.00| 1.50000 1500.00| GUARDRAIL, REMOVE | | | 0005 202-93741 10.000 EACH| 75.00000 750.00| 180.00000 1800.00| GUARD RAIL END TREATMENT, REMOVE , TYPE | | | I | | | 0006 601-01128 10.000 EACH| 800.00000 8000.00| 925.00000 9250.00| GUARDRAIL TRANSITION TYPE WGB | | | 0007 601-01522 10.000 EACH| 1200.00000 12000.00| 1485.00000 14850.00| GUARDRAIL TRANSITION TYPE TGB | | | 0008 601-02103 100.000 m | 40.00000 4000.00| 49.50000 4950.00| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0009 601-02212 100.000 EACH| 10.00000 1000.00| 17.00000 1700.00| GUARDRAIL POST, BRACKET, 12.6 kg PER m, | | | GALVANIZED, 432 mm | | | 0010 601-03379 250.000 EACH| 50.00000 12500.00| 51.00000 12750.00| GUARDRAIL POST, 12.6 kg PER m, | | | GALVANIZED, 2134 mm LONG, INSTALL | | | 0011 601-03444 5.000 EACH| 50.00000 250.00| 50.00000 250.00| CAT TRANSITION STEEL POST, MK 9 | | | 0012 601-03445 25.000 EACH| 250.00000 6250.00| 110.00000 2750.00| CAT TRANSITION PANEL, MK WC | | | 0013 601-03446 10.000 EACH| 100.00000 1000.00| 60.00000 600.00| CAT TRANSITION CABLE, MK CA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 651 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 651 CONTRACT ID : MT-27763-A COUNTIES : LAKE LAPORTE LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-03447 5.000 EACH| 35.00000 175.00| 45.00000 225.00| CAT BRACKET MK BK, FOR TRANSITION CABLE,| | | MK CA | | | 0015 601-03448 5.000 EACH| 15.00000 75.00| 35.00000 175.00| CAT TRANSITION STEEL POST BRACKET, MK D | | | 0016 601-03456 100.000 EACH| 45.00000 4500.00| 49.00000 4900.00| GUARDRAIL POST, WOOD TYPE W5 | | | 0017 601-03458 1000.000 m | 5.00000 5000.00| 6.25000 6250.00| GUARDRAIL, STEEL BEAM, LABOR ONLY | | | 0018 601-03471 10.000 EACH| 2700.00000 27000.00| 3000.00000 30000.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0019 601-03599 5.000 EACH| 125.00000 625.00| 160.00000 800.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0020 601-03683 35.000 h | 225.00000 7875.00| 285.00000 9975.00| COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0021 601-06035 1000.000 m | 14.00000 14000.00| 12.00000 12000.00| GUARDRAIL, RESET | | | 0022 601-06233 4.000 EACH| 4800.00000 19200.00| 5092.00000 20368.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0023 601-61340 100.000 EACH| 55.00000 5500.00| 81.00000 8100.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0024 601-61350 100.000 EACH| 12.00000 1200.00| 17.00000 1700.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0025 601-61390 10.000 EACH| 30.00000 300.00| 30.00000 300.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0026 601-61400 5.000 EACH| 300.00000 1500.00| 390.00000 1950.00| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0027 601-62070 2500.000 m | 20.00000 50000.00| 21.50000 53750.00| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0028 601-62260 10.000 EACH| 40.00000 400.00| 28.00000 280.00| GUARDRAIL FLAT TERMINAL END SECTION, | | | GALVANIZED | | | 0029 601-62530 10.000 EACH| 150.00000 1500.00| 75.00000 750.00| GUARDRAIL PIER CONNECTION, ES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 651 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 651 CONTRACT ID : MT-27763-A COUNTIES : LAKE LAPORTE LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-62540 500.000 EACH| 16.00000 8000.00| 14.50000 7250.00| GUARDRAIL POST, PLUMB | | | 0031 601-90678 5.000 m3 | 150.00000 750.00| 310.00000 1550.00| CONCRETE, A, BURIED END SECTION | | | 0032 601-91197 100.000 EACH| 14.00000 1400.00| 22.00000 2200.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | ADJUSTABLE, 419 mm LONG | | | 0033 601-91428 25.000 EACH| 140.00000 3500.00| 200.00000 5000.00| GUARDRAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0034 601-91432 30.000 EACH| 150.00000 4500.00| 240.00000 7200.00| GUARDRAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0035 601-91504 50.000 EACH| 70.00000 3500.00| 85.00000 4250.00| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0036 601-91505 50.000 EACH| 50.00000 2500.00| 60.00000 3000.00| GUARDRAIL POST, W2, 200 mm X 200 mm | | | 0037 601-91510 50.000 EACH| 50.00000 2500.00| 60.00000 3000.00| GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0038 601-91511 50.000 EACH| 50.00000 2500.00| 60.00000 3000.00| GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0039 601-91542 200.000 EACH| 12.00000 2400.00| 14.00000 2800.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0040 601-91575 200.000 EACH| 12.00000 2400.00| 14.00000 2800.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0041 601-91576 250.000 EACH| 12.00000 3000.00| 14.00000 3500.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0042 601-91649 10.000 EACH| 100.00000 1000.00| 130.00000 1300.00| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0043 601-91653 5.000 EACH| 90.00000 450.00| 110.00000 550.00| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0044 601-91654 5.000 EACH| 700.00000 3500.00| 710.00000 3550.00| GUARDRAIL ROUND NOSE SUPPORT ATTACHMENT,| | | GALVANIZED | | | 0045 601-91656 5.000 EACH| 700.00000 3500.00| 710.00000 3550.00| GUARDRAIL SQUARE NOSE SUPPORT | | | ATTACHMENT, GALVANIZED | | | 0046 601-93346 20.000 EACH| 50.00000 1000.00| 50.00000 1000.00| GUARDRAIL CONNECTOR, AS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 651 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 651 CONTRACT ID : MT-27763-A COUNTIES : LAKE LAPORTE LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 601-94511 1000.000 m | 4.00000 4000.00| 6.80000 6800.00| ADJUST GUARDRAIL HEIGHT, ADJUSTABLE | | | POST BRACKET | | | 0048 601-94689 30.000 EACH| 2200.00000 66000.00| 2525.00000 75750.00| GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 30.000 EACH| 3200.00000 96000.00| 4000.00000 120000.00| GUARDRAIL END TREATMENT, MS | | | 0050 601-95972 25.000 EACH| 45.00000 1125.00| 50.00000 1250.00| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0051 601-97950 100.000 EACH| 12.00000 1200.00| 15.00000 1500.00| GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0052 601-99105 1000.000 m | 31.00000 31000.00| 42.00000 42000.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 601-99109 500.000 m | 47.00000 23500.00| 64.00000 32000.00| GUARDRAIL, W BEAM, DOUBLE FACED, 0.952 | | | m SPACING | | | 0054 601-99123 5.000 EACH| 1300.00000 6500.00| 1675.00000 8375.00| GUARDRAIL TRANSITION, GP | | | 0055 706-01723 10.000 EACH| 6800.00000 68000.00| 4205.00000 42050.00| CONCRETE BRIDGE RAILING TRANSITION, TGB,| | | MODIFIED | | | 0056 801-06640 10.000 EACH| 50.00000 500.00| 75.00000 750.00| CONSTRUCTION SIGN, A | | | 0057 801-06710 50.000 DAY | 30.00000 1500.00| 48.00000 2400.00| FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 31000.00000 31000.00| 4235.00000 4235.00| MAINTAINING TRAFFIC | | | 0059 804-93726 100.000 EACH| 4.00000 400.00| 8.00000 800.00| DELINEATOR , GUARDRAIL, WHITE | | | SECTION TOTALS | $ 618,727.00| $ 631,635.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,727.00| $ 631,635.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 661 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 661 CONTRACT ID : MT-27764-A COUNTIES : ST. JOSEPH ELKHART LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT LAGRANGE OTHERS CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : NA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2110733 SPECIALTIES COMPANY LLC $ 593,727.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 609,327.00 102.6274% ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-07025 110.000 EACH| 300.00000 33000.00| 300.00000 33000.00| MOBILIZATION AND DEMOBILIZATION PER SITE| | | 0004 202-02241 1000.000 m | 2.00000 2000.00| 1.09000 1090.00| GUARDRAIL, REMOVE | | | 0005 202-93741 10.000 EACH| 75.00000 750.00| 160.00000 1600.00| GUARD RAIL END TREATMENT, REMOVE , TYPE | | | I | | | 0006 601-01128 10.000 EACH| 800.00000 8000.00| 905.00000 9050.00| GUARDRAIL TRANSITION TYPE WGB | | | 0007 601-01522 10.000 EACH| 1200.00000 12000.00| 1450.00000 14500.00| GUARDRAIL TRANSITION TYPE TGB | | | 0008 601-02103 100.000 m | 40.00000 4000.00| 48.20000 4820.00| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0009 601-02212 100.000 EACH| 10.00000 1000.00| 15.60000 1560.00| GUARDRAIL POST, BRACKET, 12.6 kg PER m, | | | GALVANIZED, 432 mm | | | 0010 601-03379 250.000 EACH| 50.00000 12500.00| 49.00000 12250.00| GUARDRAIL POST, 12.6 kg PER m, | | | GALVANIZED, 2134 mm LONG, INSTALL | | | 0011 601-03444 5.000 EACH| 50.00000 250.00| 48.00000 240.00| CAT TRANSITION STEEL POST, MK 9 | | | 0012 601-03445 25.000 EACH| 250.00000 6250.00| 107.00000 2675.00| CAT TRANSITION PANEL, MK WC | | | 0013 601-03446 10.000 EACH| 100.00000 1000.00| 59.00000 590.00| CAT TRANSITION CABLE, MK CA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 661 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 661 CONTRACT ID : MT-27764-A COUNTIES : ST. JOSEPH ELKHART LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT LAGRANGE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-03447 5.000 EACH| 35.00000 175.00| 40.00000 200.00| CAT BRACKET MK BK, FOR TRANSITION CABLE,| | | MK CA | | | 0015 601-03448 5.000 EACH| 15.00000 75.00| 33.00000 165.00| CAT TRANSITION STEEL POST BRACKET, MK D | | | 0016 601-03456 100.000 EACH| 45.00000 4500.00| 45.00000 4500.00| GUARDRAIL POST, WOOD TYPE W5 | | | 0017 601-03458 1000.000 m | 5.00000 5000.00| 5.50000 5500.00| GUARDRAIL, STEEL BEAM, LABOR ONLY | | | 0018 601-03471 10.000 EACH| 2700.00000 27000.00| 2780.00000 27800.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0019 601-03599 5.000 EACH| 125.00000 625.00| 150.00000 750.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0020 601-03683 35.000 h | 225.00000 7875.00| 280.00000 9800.00| COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0021 601-06035 1000.000 m | 14.00000 14000.00| 11.00000 11000.00| GUARDRAIL, RESET | | | 0022 601-06233 4.000 EACH| 4800.00000 19200.00| 5000.00000 20000.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0023 601-61340 100.000 EACH| 55.00000 5500.00| 81.00000 8100.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0024 601-61350 100.000 EACH| 12.00000 1200.00| 17.00000 1700.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0025 601-61390 10.000 EACH| 30.00000 300.00| 29.00000 290.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0026 601-61400 5.000 EACH| 300.00000 1500.00| 375.00000 1875.00| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0027 601-62070 2500.000 m | 20.00000 50000.00| 21.20000 53000.00| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0028 601-62260 10.000 EACH| 40.00000 400.00| 27.00000 270.00| GUARDRAIL FLAT TERMINAL END SECTION, | | | GALVANIZED | | | 0029 601-62530 10.000 EACH| 150.00000 1500.00| 48.00000 480.00| GUARDRAIL PIER CONNECTION, ES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 661 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 661 CONTRACT ID : MT-27764-A COUNTIES : ST. JOSEPH ELKHART LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT LAGRANGE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-62540 500.000 EACH| 16.00000 8000.00| 14.50000 7250.00| GUARDRAIL POST, PLUMB | | | 0031 601-90678 5.000 m3 | 150.00000 750.00| 270.00000 1350.00| CONCRETE, A, BURIED END SECTION | | | 0032 601-91197 100.000 EACH| 14.00000 1400.00| 21.00000 2100.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | ADJUSTABLE, 419 mm LONG | | | 0033 601-91428 25.000 EACH| 140.00000 3500.00| 195.00000 4875.00| GUARDRAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0034 601-91432 30.000 EACH| 150.00000 4500.00| 230.00000 6900.00| GUARDRAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0035 601-91504 50.000 EACH| 70.00000 3500.00| 80.00000 4000.00| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0036 601-91505 50.000 EACH| 50.00000 2500.00| 55.00000 2750.00| GUARDRAIL POST, W2, 200 mm X 200 mm | | | 0037 601-91510 50.000 EACH| 50.00000 2500.00| 55.00000 2750.00| GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0038 601-91511 50.000 EACH| 50.00000 2500.00| 55.00000 2750.00| GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0039 601-91542 200.000 EACH| 12.00000 2400.00| 13.50000 2700.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0040 601-91575 200.000 EACH| 12.00000 2400.00| 13.50000 2700.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0041 601-91576 250.000 EACH| 12.00000 3000.00| 13.50000 3375.00| GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0042 601-91649 10.000 EACH| 100.00000 1000.00| 125.00000 1250.00| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0043 601-91653 5.000 EACH| 90.00000 450.00| 105.00000 525.00| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0044 601-91654 5.000 EACH| 700.00000 3500.00| 650.00000 3250.00| GUARDRAIL ROUND NOSE SUPPORT ATTACHMENT,| | | GALVANIZED | | | 0045 601-91656 5.000 EACH| 700.00000 3500.00| 650.00000 3250.00| GUARDRAIL SQUARE NOSE SUPPORT | | | ATTACHMENT, GALVANIZED | | | 0046 601-93346 20.000 EACH| 50.00000 1000.00| 46.00000 920.00| GUARDRAIL CONNECTOR, AS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 661 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,571.75 ROUTE : I-90 CALL ORDER : 661 CONTRACT ID : MT-27764-A COUNTIES : ST. JOSEPH ELKHART LETTING DATE : 08/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT LAGRANGE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-2110733 |(2) 35-0821499 | |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 601-94511 1000.000 m | 4.00000 4000.00| 6.70000 6700.00| ADJUST GUARDRAIL HEIGHT, ADJUSTABLE | | | POST BRACKET | | | 0048 601-94689 30.000 EACH| 2200.00000 66000.00| 2525.00000 75750.00| GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 30.000 EACH| 3200.00000 96000.00| 3885.00000 116550.00| GUARDRAIL END TREATMENT, MS | | | 0050 601-95972 25.000 EACH| 45.00000 1125.00| 45.00000 1125.00| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0051 601-97950 100.000 EACH| 12.00000 1200.00| 15.00000 1500.00| GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0052 601-99105 1000.000 m | 31.00000 31000.00| 42.00000 42000.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 601-99109 500.000 m | 47.00000 23500.00| 63.00000 31500.00| GUARDRAIL, W BEAM, DOUBLE FACED, 0.952 | | | m SPACING | | | 0054 601-99123 5.000 EACH| 1300.00000 6500.00| 1660.00000 8300.00| GUARDRAIL TRANSITION, GP | | | 0055 706-01723 10.000 EACH| 6800.00000 68000.00| 3875.00000 38750.00| CONCRETE BRIDGE RAILING TRANSITION, TGB,| | | MODIFIED | | | 0056 801-06640 10.000 EACH| 50.00000 500.00| 70.00000 700.00| CONSTRUCTION SIGN, A | | | 0057 801-06710 50.000 DAY | 30.00000 1500.00| 45.00000 2250.00| FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 28000.00000 28000.00| 3950.00000 3950.00| MAINTAINING TRAFFIC | | | 0059 804-93726 100.000 EACH| 4.00000 400.00| 7.50000 750.00| DELINEATOR , GUARDRAIL, WHITE | | | SECTION TOTALS | $ 593,727.00| $ 609,327.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,727.00| $ 609,327.00| ====================================================================================================================================