INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,260.00 ROUTE : INSTITUTION ROAD CALL ORDER : 340 CONTRACT ID : M -25898-B COUNTIES : CASS LETTING DATE : 09/17/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 400000K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 148,671.00 100.0000% ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL PAVING, 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| 7400.00000 7400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 720.000 SYS | 9.00000 6480.00| | SURFACE MILLING, ASPHALT | | | 0003 305-05206 150.000 TON | 98.00000 14700.00| | WIDENING WITH HMA | | | 0004 402-05473 350.000 TON | 56.00000 19600.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0005 402-05477 1500.000 TON | 59.00000 88500.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 7.000 TON | 213.00000 1491.00| | ASPHALT FOR TACK COAT | | | 0007 605-05523 250.000 LFT | 14.00000 3500.00| | CURB, HMA | | | 0008 610-05527 10.000 TON | 100.00000 1000.00| | HMA FOR APPROACHES | | | 0009 801-06640 8.000 EACH| 125.00000 1000.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 148,671.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,671.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 35,615.01 ROUTE : 26 CALL ORDER : 350 CONTRACT ID : M -26120-C COUNTIES : WARREN LETTING DATE : 09/17/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 28,480.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 32,438.00 113.8974% 3 35-1817574 YARDBERRY LANDSCAPE $ 34,900.00 122.5421% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 |(3) 35-1817574 |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRATED BOX END SECTION INSTALLATIONS | | | 0001 105-06845 LUMP| 4565.00000 4565.00| 1605.00000 1605.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2675.00000 2675.00| 1620.00000 1620.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 2.000 EACH| 600.00000 1200.00| 750.00000 1500.00| 450.00000 900.00 HEADWALL, REMOVE | | | 0004 203-02070 40.000 CYS | 20.00000 800.00| 75.00000 3000.00| 35.00000 1400.00 BORROW | | | 0005 616-06405 20.000 TON | 30.00000 600.00| 55.00000 1100.00| 45.00000 900.00 RIPRAP, REVETMENT | | | 0006 621-01004 1.000 EACH| 500.00000 500.00| 400.00000 400.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06559 400.000 SYS | 2.00000 800.00| 2.65000 1060.00| 1.00000 400.00 MULCHED SEEDING, R | | | 0008 715-05119 20.000 LFT | 20.00000 400.00| 50.00000 1000.00| 40.00000 800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0009 715-26776 2.000 EACH| 4500.00000 9000.00| 7750.00000 15500.00| 8590.00000 17180.00 GRATED BOX END SECTION, I, 2:1, 36 IN. | | | 0010 715-46005 2.000 EACH| 175.00000 350.00| 400.00000 800.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0011 801-04308 5.000 EACH| 95.00000 475.00| 95.00000 475.00| 110.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06605 4.000 EACH| 45.00000 180.00| 42.00000 168.00| 60.00000 240.00 BARRICADE, IIIA | | | 0013 801-06606 6.000 EACH| 55.00000 330.00| 53.00000 318.00| 60.00000 360.00 BARRICADE, IIIB | | | 0014 801-06625 29.000 EACH| 70.00000 2030.00| 68.00000 1972.00| 80.00000 2320.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 35,615.01 ROUTE : 26 CALL ORDER : 350 CONTRACT ID : M -26120-C COUNTIES : WARREN LETTING DATE : 09/17/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 |(3) 35-1817574 |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 20.000 EACH| 70.00000 1400.00| 66.00000 1320.00| 70.00000 1400.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 3175.00000 3175.00| 600.00000 600.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 28,480.00| $ 32,438.00| $ 34,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,480.00| $ 32,438.00| $ 34,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 86,028.38 ROUTE : 75 CALL ORDER : 360 CONTRACT ID : M -26279-C COUNTIES : BOONE LETTING DATE : 09/17/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000U SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 89,497.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 4475.00000 4475.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 20.000 SYS | 55.00000 1100.00| | PAVEMENT, REMOVE | | | 0004 202-02279 493.000 LFT | 7.50000 3697.50| | CURB AND GUTTER, REMOVE | | | 0005 202-60820 1677.000 SYS | 4.00000 6708.00| | SURFACE MILLING, ASPHALT | | | 0006 303-52308 40.000 TON | 70.00000 2800.00| | COMPACTED AGGREGATE, O, 53 | | | 0007 305-05204 60.000 TON | 210.00000 12600.00| | HMA FOR PATCHING | | | 0008 402-05477 70.000 TON | 110.00000 7700.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0009 405-05518 330.000 SYS | 0.20000 66.00| | ASPHALT FOR PRIME COAT | | | 0010 406-05521 1710.000 SYS | 0.15000 256.50| | ASPHALT FOR TACK COAT | | | 0011 604-06069 6.000 SYS | 175.00000 1050.00| | CURB RAMP, CONCRETE | | | 0012 605-06140 493.000 LFT | 29.00000 14297.00| | CURB AND GUTTER, CONCRETE | | | 0013 605-96305 15.000 LFT | 29.00000 435.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0014 610-05527 14.000 TON | 110.00000 1540.00| | HMA FOR APPROACHES | | | 0015 611-02375 14.000 SYS | 130.00000 1820.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 7 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 86,028.38 ROUTE : 75 CALL ORDER : 360 CONTRACT ID : M -26279-C COUNTIES : BOONE LETTING DATE : 09/17/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06574 165.000 SYS | 11.00000 1815.00| | SODDING | | | 0017 720-44000 2.000 EACH| 1000.00000 2000.00| | CASTING, ADJUST TO GRADE | | | 0018 801-06203 300.000 LFT | 1.00000 300.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 300.000 LFT | 4.00000 1200.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 14.000 EACH| 64.00000 896.00| | CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 18770.00000 18770.00| | MAINTAINING TRAFFIC | | | 0022 808-06712 300.000 LFT | 1.00000 300.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-75297 45.000 LFT | 11.00000 495.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 12.000 EACH| 18.00000 216.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 12.000 EACH| 80.00000 960.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 89,497.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,497.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,110.01 ROUTE : SR 46 CALL ORDER : 370 CONTRACT ID : M -26422-B COUNTIES : OWEN LETTING DATE : 09/17/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 500000R SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 239,586.50 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1925.00000 5775.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 9125.00000 9125.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 36355.000 SYS | 1.30000 47261.50| | SURFACE MILLING, ASPHALT | | | 0004 402-05477 2402.000 TON | 58.50000 140517.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 12.000 TON | 202.00000 2424.00| | ASPHALT FOR TACK COAT | | | 0006 610-05527 98.000 TON | 158.50000 15533.00| | HMA FOR APPROACHES | | | 0007 801-06207 3888.000 LFT | 0.75000 2916.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 34.000 EACH| 63.40000 2155.60| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 9500.00000 9500.00| | MAINTAINING TRAFFIC | | | 0010 808-06713 3000.000 LFT | 0.13000 390.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06714 20000.000 LFT | 0.08000 1600.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0012 808-75074 100.000 LFT | 0.80000 80.00| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0013 808-75297 249.000 LFT | 3.70000 921.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0014 808-75320 21.000 EACH| 48.60000 1020.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,110.01 ROUTE : SR 46 CALL ORDER : 370 CONTRACT ID : M -26422-B COUNTIES : OWEN LETTING DATE : 09/17/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75325 6.000 EACH| 61.25000 367.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 239,586.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,586.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,518.76 ROUTE : 63 CALL ORDER : 380 CONTRACT ID : M -26437-B COUNTIES : VERMILLION LETTING DATE : 09/17/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 67,822.00 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 71,486.52 105.4031% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1526557 | |YARDBERRY LANDSCAPE |MIDWEST MOLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE LINING INSTALLATION | | | 0001 110-01001 LUMP| 3500.00000 3500.00| 1412.00000 1412.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 213-52830 2.000 CYS | 300.00000 600.00| 100.00000 200.00| FLOWABLE MORTAR | | | 0003 303-52308 3.000 TON | 60.00000 180.00| 185.00000 555.00| COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 5.000 TON | 150.00000 750.00| 700.00000 3500.00| HMA FOR PATCHING | | | 0005 715-03403 84.000 LFT | 88.00000 7392.00| 70.78000 5945.52| PIPE, POLYETHYLENE LINER, 15 IN. | | | 0006 715-07538 200.000 LFT | 256.50000 51300.00| 287.45000 57490.00| PIPE, POLYETHYLENE LINER, MIN. AREA 6.4 | | | SFT. | | | 0007 801-06640 8.000 EACH| 115.00000 920.00| 105.00000 840.00| CONSTRUCTION SIGN, A | | | 0008 801-06710 3.000 DAY | 60.00000 180.00| 348.00000 1044.00| FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 3000.00000 3000.00| 500.00000 500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 67,822.00| $ 71,486.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,822.00| $ 71,486.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,917.50 ROUTE : SR 8 AND SR 39 CALL ORDER : 400 CONTRACT ID : M -26489-A COUNTIES : LAPORTE STARKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 306,492.70 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 308,631.70 100.6978% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 322,081.00 105.0860% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1120685 |(3) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 15290.00000 15290.00| 15400.00000 15400.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 3485.000 SYS | 4.30000 14985.50| 3.00000 10455.00| 0.75000 2613.75 SURFACE MILLING, ASPHALT | | | 0003 303-04075 590.000 TON | 28.00000 16520.00| 17.00000 10030.00| 25.00000 14750.00 COMPACTED AGGREGATE, O, 73 | | | 0004 402-05495 6430.000 TON | 35.50000 228265.00| 36.15000 232444.50| 37.50000 241125.00 HMA WEDGE AND LEVEL | | | 0005 406-05520 24.000 TON | 130.00000 3120.00| 254.00000 6096.00| 245.00000 5880.00 ASPHALT FOR TACK COAT | | | 0006 610-05527 30.000 TON | 85.00000 2550.00| 50.00000 1500.00| 175.00000 5250.00 HMA FOR APPROACHES | | | 0007 801-06207 3190.000 LFT | 0.90000 2871.00| 1.00000 3190.00| 1.75000 5582.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 26.000 EACH| 52.00000 1352.00| 52.00000 1352.00| 54.60000 1419.60 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1473.00000 1473.00| 10000.00000 10000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0010 808-06712 7965.000 LFT | 0.14000 1115.10| 0.14000 1115.10| 0.15000 1194.75 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 63720.000 LFT | 0.14000 8920.80| 0.14000 8920.80| 0.15000 9558.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 2670.000 LFT | 0.14000 373.80| 0.14000 373.80| 0.15000 400.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0013 808-75297 85.000 LFT | 3.50000 297.50| 3.50000 297.50| 3.68000 312.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,917.50 ROUTE : SR 8 AND SR 39 CALL ORDER : 400 CONTRACT ID : M -26489-A COUNTIES : LAPORTE STARKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1120685 |(3) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75340 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 420.00000 840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0015 808-75996 317.000 EACH| 6.00000 1902.00| 2.00000 634.00| 5.25000 1664.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 317.000 EACH| 21.00000 6657.00| 19.00000 6023.00| 22.05000 6989.85 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 306,492.70| $ 308,631.70| $ 322,081.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,492.70| $ 308,631.70| $ 322,081.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,742.70 ROUTE : 90 CALL ORDER : 450 CONTRACT ID : MT-24395-A COUNTIES : PORTER LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/23/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058916 WOODRUFF & SONS, INC. $ 217,770.35 100.0000% 2 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 294,865.00 135.4018% ==================================================================================================================================== |(1) 35-1058916 |(2) 35-2031359 | |WOODRUFF & SONS, INC. |HERITAGE INDUSTRIAL SERVICES| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER MAINTENANCE | | | 0001 105-04655 2.000 MOS | 2964.50000 5929.00| 1000.00000 2000.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT , | | | CELL PHONE | | | 0002 105-06845 LUMP| 4876.00000 4876.00| 6300.00000 6300.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4430.00000 4430.00| 14350.50000 14350.50| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01404 1500.000 GAL | 0.83000 1245.00| 0.56000 840.00| LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0005 202-02240 17.000 SYS | 9.48000 161.16| 139.50000 2371.50| PAVEMENT, REMOVE | | | 0006 202-91840 20.000 LFT | 10.00000 200.00| 25.00000 500.00| FENCE, CHAIN LINK, REMOVE | | | 0007 202-96133 52.000 LFT | 13.40000 696.80| 20.00000 1040.00| PIPE, REMOVE 4 INCH | | | 0008 202-96133 52.000 LFT | 20.00000 1040.00| 20.00000 1040.00| PIPE, REMOVE 8 INCH VCP | | | 0009 203-02000 700.000 CYS | 13.20000 9240.00| 11.40000 7980.00| EXCAVATION, COMMON | | | 0010 203-02376 LUMP| 7234.50000 7234.50| 10000.00000 10000.00| EXCAVATION, COMMON, FOR DITCH GRADING , | | | HAND EXCAVATION | | | 0011 203-96153 40.000 TON | 23.47000 938.80| 57.65000 2306.00| BACKFILL, STONE , PEA GRAVEL | | | 0012 205-06937 700.000 LFT | 2.53000 1771.00| 2.50000 1750.00| TEMPORARY SILT FENCE | | | 0013 210-07558 1.000 EACH| 31760.00000 31760.00| 45000.00000 45000.00| SEPARATOR , OIL/WATER | | | 0014 211-02060 24.000 CYS | 20.63000 495.12| 92.00000 2208.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,742.70 ROUTE : 90 CALL ORDER : 450 CONTRACT ID : MT-24395-A COUNTIES : PORTER LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1058916 |(2) 35-2031359 | |WOODRUFF & SONS, INC. |HERITAGE INDUSTRIAL SERVICES| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 213-04324 18.000 CYS | 55.00000 990.00| 135.00000 2430.00| FLOWABLE FILL | | | 0016 303-52308 32.000 TON | 11.00000 352.00| 28.00000 896.00| COMPACTED AGGREGATE, O, 53 | | | 0017 603-02940 1.000 EACH| 1650.00000 1650.00| 2500.00000 2500.00| FENCE GATE, CHAIN LINK, 72 IN. X 20 FT. | | | 0018 621-06574 790.000 SYS | 6.33000 5000.70| 6.50000 5135.00| SODDING | | | 0019 704-04850 172.000 SYS | 33.03000 5681.16| 57.00000 9804.00| CONCRETE , REINFORCED, 4 IN. | | | 0020 704-04850 7.000 SYS | 58.33000 408.31| 326.00000 2282.00| CONCRETE , REINFORCED, 6 IN. | | | 0021 715-07319 1.000 EACH| 2314.50000 2314.50| 4350.00000 4350.00| SEPTIC TANK AND DRAIN FIELD, REMOVE | | | 0022 715-90052 LUMP| 73170.60000 73170.60| 79500.00000 79500.00| LIFT STATION , VERTICAL WET WELL | | | 0023 715-91361 75.000 LFT | 38.26000 2869.50| 44.04000 3303.00| PIPE, PVC, 6 IN. | | | 0024 715-92037 960.000 LFT | 17.73000 17020.80| 29.50000 28320.00| PIPE, PVC, 4 IN. | | | 0025 715-92537 120.000 LFT | 38.26000 4591.20| 48.45000 5814.00| PIPE, PVC, 8 IN. | | | 0026 716-06472 160.000 LFT | 130.50000 20880.00| 169.00000 27040.00| BORING , 4 IN. PVC PIP | | | 0027 720-03194 1.000 EACH| 3706.10000 3706.10| 13000.00000 13000.00| MANHOLE , PRECAST CONCRETE, 12 FT. DEEP | | | X 6 FT. DIAMETER | | | 0028 720-04666 1.000 EACH| 2176.10000 2176.10| 3605.00000 3605.00| CATCH BASIN , TYPE S | | | 0029 720-94157 1.000 EACH| 1794.00000 1794.00| 2900.00000 2900.00| MANHOLE, C | | | 0030 801-06640 8.000 EACH| 148.50000 1188.00| 103.00000 824.00| CONSTRUCTION SIGN, A | | | 0031 801-06645 2.000 EACH| 88.00000 176.00| 38.00000 76.00| CONSTRUCTION SIGN, B | | | 0032 801-06775 LUMP| 1864.00000 1864.00| 600.00000 600.00| MAINTAINING TRAFFIC | | | 0033 805-06592 120.000 LFT | 8.00000 960.00| 25.00000 3000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0034 805-04593 120.000 LFT | 8.00000 960.00| 15.00000 1800.00| CONDUIT, STEEL, GALVANIZED, 1.25 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,742.70 ROUTE : 90 CALL ORDER : 450 CONTRACT ID : MT-24395-A COUNTIES : PORTER LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1058916 |(2) 35-2031359 | |WOODRUFF & SONS, INC. |HERITAGE INDUSTRIAL SERVICES| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 217,770.35| $ 294,865.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,770.35| $ 294,865.00| ====================================================================================================================================