INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,789.40 ROUTE : 6 CALL ORDER : 501 CONTRACT ID : M -24518-A COUNTIES : MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/29/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 51,801.53 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 55,747.05 107.6166% 3 35-1817574 YARDBERRY LANDSCAPE $ 61,362.00 118.4559% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 63,418.61 122.4261% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 66,786.00 128.9266% 6 35-0997978 PHEND & BROWN, INC. $ 86,894.50 167.7450% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1817574 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 9731.00000 9731.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 211-02060 720.000 m3 | 25.00000 18000.00| 15.25000 10980.00| 23.00000 16560.00 B BORROW FOR STRUCTURE BACKFILL | | | 0003 213-52830 3.000 m3 | 125.00000 375.00| 190.00000 570.00| 200.00000 600.00 FLOWABLE MORTAR | | | 0004 303-04095 18.000 Mg | 30.00000 540.00| 20.70000 372.60| 45.00000 810.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 615-06520 1.000 EACH| 150.00000 150.00| 425.00000 425.00| 165.00000 165.00 MONUMENT, RE-ESTABLISH | | | 0007 621-01004 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06559 310.000 m2 | 2.70000 837.00| 1.70000 527.00| 2.00000 620.00 MULCHED SEEDING, R | | | 0009 621-06570 95.000 m3 | 35.99000 3419.05| 14.35000 1363.25| 50.00000 4750.00 TOP SOIL | | | 0010 715-05133 39.000 m | 441.32000 17211.48| 542.80000 21169.20| 415.00000 16185.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0011 715-05841 2.000 EACH| 1000.00000 2000.00| 1500.00000 3000.00| 1100.00000 2200.00 CONCRETE ANCHOR, 1500 mm | | | 0012 801-03290 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 750.00000 3000.00 CONSTRUCTION SIGN, C | | | 0013 801-04308 4.000 EACH| 69.00000 276.00| 69.00000 276.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,789.40 ROUTE : 6 CALL ORDER : 501 CONTRACT ID : M -24518-A COUNTIES : MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1817574 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06605 8.000 EACH| 49.00000 392.00| 49.00000 392.00| 165.00000 1320.00 BARRICADE, IIIA | | | 0015 801-06606 4.000 EACH| 59.00000 236.00| 59.00000 236.00| 198.00000 792.00 BARRICADE, IIIB | | | 0016 801-06625 24.000 EACH| 49.00000 1176.00| 49.00000 1176.00| 100.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0017 801-06640 24.000 EACH| 50.00000 1200.00| 50.00000 1200.00| 165.00000 3960.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 500.00000 500.00| 3590.00000 3590.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0019 804-06771 2.000 EACH| 19.50000 39.00| 19.50000 39.00| 100.00000 200.00 DELINEATOR POST, FLEXIBLE | | | SECTION TOTALS | $ 51,801.53| $ 55,747.05| $ 61,362.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 51,801.53| $ 55,747.05| $ 61,362.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,789.40 ROUTE : 6 CALL ORDER : 501 CONTRACT ID : M -24518-A COUNTIES : MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 110-01001 LUMP| 5196.90000 5196.90| 3200.00000 3200.00| 4200.00000 4200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 211-02060 720.000 m3 | 25.23000 18165.60| 26.00000 18720.00| 15.00000 10800.00 B BORROW FOR STRUCTURE BACKFILL | | | 0003 213-52830 3.000 m3 | 240.29000 720.87| 300.00000 900.00| 630.00000 1890.00 FLOWABLE MORTAR | | | 0004 303-04095 18.000 Mg | 64.71000 1164.78| 40.00000 720.00| 29.00000 522.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 615-06520 1.000 EACH| 369.47000 369.47| 250.00000 250.00| 500.00000 500.00 MONUMENT, RE-ESTABLISH | | | 0007 621-01004 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 262.00000 262.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06559 310.000 m2 | 2.70000 837.00| 2.70000 837.00| 2.85000 883.50 MULCHED SEEDING, R | | | 0009 621-06570 95.000 m3 | 29.89000 2839.55| 60.00000 5700.00| 22.00000 2090.00 TOP SOIL | | | 0010 715-05133 39.000 m | 655.57000 25567.23| 710.00000 27690.00| 1250.00000 48750.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0011 715-05841 2.000 EACH| 1034.24000 2068.48| 2000.00000 4000.00| 2300.00000 4600.00 CONCRETE ANCHOR, 1500 mm | | | 0012 801-03290 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 52.50000 210.00 CONSTRUCTION SIGN, C | | | 0013 801-04308 4.000 EACH| 69.00000 276.00| 69.00000 276.00| 72.50000 290.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06605 8.000 EACH| 49.00000 392.00| 49.00000 392.00| 51.50000 412.00 BARRICADE, IIIA | | | 0015 801-06606 4.000 EACH| 59.00000 236.00| 59.00000 236.00| 62.00000 248.00 BARRICADE, IIIB | | | 0016 801-06625 24.000 EACH| 49.00000 1176.00| 49.00000 1176.00| 51.50000 1236.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0017 801-06640 24.000 EACH| 50.00000 1200.00| 50.00000 1200.00| 52.50000 1260.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 2719.73000 2719.73| 1000.00000 1000.00| 8700.00000 8700.00 MAINTAINING TRAFFIC | | | 0019 804-06771 2.000 EACH| 19.50000 39.00| 19.50000 39.00| 20.50000 41.00 DELINEATOR POST, FLEXIBLE | | | SECTION TOTALS | $ 63,418.61| $ 66,786.00| $ 86,894.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,418.61| $ 66,786.00| $ 86,894.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 513 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 161,047.21 ROUTE : INSTITUTION CALL ORDER : 513 CONTRACT ID : M -24810-A COUNTIES : TIPPECANOE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS $ 112,087.46 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 114,249.02 101.9284% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |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| 1619.95000 1619.95| 5700.00000 5700.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 13200.000 m2 | 1.87000 24684.00| 2.00000 26400.00| SURFACE MILLING, ASPHALT | | | 0003 303-52308 5.000 Mg | 679.05000 3395.25| 20.00000 100.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0004 305-05204 20.000 Mg | 142.58000 2851.60| 130.00000 2600.00| HMA FOR PATCHING | | | 0005 402-05477 1400.000 Mg | 48.85000 68390.00| 48.00000 67200.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05495 45.000 Mg | 50.54000 2274.30| 48.00000 2160.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 6.000 Mg | 348.49000 2090.94| 300.00000 1800.00| ASPHALT FOR TACK COAT | | | 0008 801-06775 LUMP| 4169.33000 4169.33| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0009 808-06713 60.000 m | 0.69000 41.40| 0.32000 19.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0010 808-06714 1251.000 m | 0.69000 863.19| 0.32000 400.32| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0011 808-75297 60.000 m | 9.75000 585.00| 9.20000 552.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0012 808-75300 163.000 m | 2.50000 407.50| 2.50000 407.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0013 808-75320 13.000 EACH| 55.00000 715.00| 70.00000 910.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 513 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 161,047.21 ROUTE : INSTITUTION CALL ORDER : 513 CONTRACT ID : M -24810-A COUNTIES : TIPPECANOE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 112,087.46| $ 114,249.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,087.46| $ 114,249.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 519 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,036.85 ROUTE : 55 CALL ORDER : 519 CONTRACT ID : M -24864-A COUNTIES : NEWTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 436,232.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 498,283.07 114.2243% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |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 ONLY | | | 0001 110-01001 LUMP| 21000.00000 21000.00| 20623.03000 20623.03| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-04095 2120.000 Mg | 21.00000 44520.00| 19.71000 41785.20| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0003 305-05204 30.000 Mg | 110.00000 3300.00| 98.71000 2961.30| HMA FOR PATCHING | | | 0004 305-05206 40.000 Mg | 110.00000 4400.00| 100.92000 4036.80| WIDENING WITH HMA | | | 0005 402-05495 8300.000 Mg | 40.00000 332000.00| 44.89000 372587.00| HMA WEDGE AND LEVEL | | | 0006 406-05520 25.000 Mg | 200.00000 5000.00| 390.47000 9761.75| ASPHALT FOR TACK COAT | | | 0007 610-05527 40.000 Mg | 40.00000 1600.00| 54.89000 2195.60| HMA FOR APPROACHES | | | 0008 801-06207 1400.000 m | 3.00000 4200.00| 3.13000 4382.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 65.000 EACH| 50.00000 3250.00| 59.00000 3835.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 11000.00000 11000.00| 29037.99000 29037.99| MAINTAINING TRAFFIC | | | 0011 808-06712 4200.000 m | 0.16000 672.00| 0.19000 798.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 30000.000 m | 0.16000 4800.00| 0.19000 5700.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 1000.000 m | 0.16000 160.00| 0.19000 190.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-75297 15.000 m | 22.00000 330.00| 25.96000 389.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 519 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,036.85 ROUTE : 55 CALL ORDER : 519 CONTRACT ID : M -24864-A COUNTIES : NEWTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 436,232.00| $ 498,283.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 436,232.00| $ 498,283.07| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 533 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,645.00 ROUTE : 154 CALL ORDER : 533 CONTRACT ID : M -24880-A COUNTIES : SULLIVAN LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1763075 NAAS BROTHERS TRUCKING $ 76,064.00 100.0000% 2 35-1616373 OXLEY, SAM & COMPANY $ 105,289.62 138.4224% 3 35-2072438 TD & O LLC $ 111,000.00 145.9297% 4 35-1801998 CLR, INC. $ 124,934.00 164.2485% 5 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 165,071.00 217.0159% ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1616373 |(3) 35-2072438 |NAAS BROTHERS TRUCKING |OXLEY, SAM & COMPANY |TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION (EROSION CONTROL) | | | 0001 105-06790 3.000 MOS | 500.00000 1500.00| 2970.00000 8910.00| 700.00000 2100.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 24000.00000 24000.00| 5264.15000 5264.15| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 704-04850 800.000 m2 | 60.83000 48664.00| 102.72000 82176.00| 125.00000 100000.00 CONCRETE REVETMENT MAT, FABRIC FORMED | | | 0004 801-06640 9.000 EACH| 100.00000 900.00| 362.63000 3263.67| 100.00000 900.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 1000.00000 1000.00| 5675.80000 5675.80| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 76,064.00| $ 105,289.62| $ 111,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,064.00| $ 105,289.62| $ 111,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 533 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,645.00 ROUTE : 154 CALL ORDER : 533 CONTRACT ID : M -24880-A COUNTIES : SULLIVAN LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1619477 | |CLR, INC. |BROWN, L.L. CONSTR. CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION (EROSION CONTROL) | | | 0001 105-06790 3.000 MOS | 750.00000 2250.00| 1620.00000 4860.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 704-04850 800.000 m2 | 120.00000 96000.00| 178.82000 143056.00| CONCRETE REVETMENT MAT, FABRIC FORMED | | | 0004 801-06640 9.000 EACH| 76.00000 684.00| 195.00000 1755.00| CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 20000.00000 20000.00| 7900.00000 7900.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 124,934.00| $ 165,071.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,934.00| $ 165,071.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31/35 CALL ORDER : 541 CONTRACT ID : M -24886-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 301,763.07 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 543 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,952.89 ROUTE : 40 CALL ORDER : 543 CONTRACT ID : M -24887-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 64,473.00 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 70,030.00 108.6191% 3 35-1636776 LINKEL COMPANY $ 77,000.00 119.4298% 4 35-1817574 YARDBERRY LANDSCAPE $ 99,871.00 154.9036% 5 35-1609544 SCHUTT-LOOKABILL CO $ 130,221.34 201.9780% 6 35-1315965 FOX CONTRACTORS $ 143,725.00 222.9227% 7 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 213,046.00 330.4422% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1991044 |(3) 35-1636776 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 110-01001 LUMP| 6500.00000 6500.00| 1500.00000 1500.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-06587 0.950 ha | 3500.00000 3325.00| 4000.00000 3800.00| 5000.00000 4750.00 CLEARING AND GRUBBING | | | 0003 202-02245 354.000 EACH| 12.00000 4248.00| 20.00000 7080.00| 40.00000 14160.00 TREE, 150 mm, REMOVE | | | 0004 202-02250 270.000 EACH| 20.00000 5400.00| 45.00000 12150.00| 45.00000 12150.00 TREE, 250 mm, REMOVE | | | 0005 202-02255 223.000 EACH| 100.00000 22300.00| 75.00000 16725.00| 53.00000 11819.00 TREE, 460 mm, REMOVE | | | 0006 202-02260 96.000 EACH| 125.00000 12000.00| 100.00000 9600.00| 100.00000 9600.00 TREE, 760 mm, REMOVE | | | 0007 202-02265 29.000 EACH| 150.00000 4350.00| 250.00000 7250.00| 300.00000 8700.00 TREE, 1220 mm, REMOVE | | | 0008 202-02270 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| 1000.00000 1000.00 TREE, 1520 mm, REMOVE , 15200 MM OR | | | GREATER | | | 0009 621-01004 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06559 4750.000 m2 | 0.70000 3325.00| 1.10000 5225.00| 0.50000 2375.00 MULCHED SEEDING, R | | | 0011 801-06640 7.000 EACH| 75.00000 525.00| 100.00000 700.00| 200.00000 1400.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 543 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,952.89 ROUTE : 40 CALL ORDER : 543 CONTRACT ID : M -24887-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1991044 |(3) 35-1636776 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 801-06775 LUMP| 900.00000 900.00| 4000.00000 4000.00| 5046.00000 5046.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 64,473.00| $ 70,030.00| $ 77,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 64,473.00| $ 70,030.00| $ 77,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 543 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,952.89 ROUTE : 40 CALL ORDER : 543 CONTRACT ID : M -24887-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1609544 |(6) 35-1315965 |YARDBERRY LANDSCAPE |SCHUTT-LOOKABILL CO |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 6500.00000 6500.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-06587 0.950 ha | 1800.00000 1710.00| 25600.00000 24320.00| 31000.00000 29450.00 CLEARING AND GRUBBING | | | 0003 202-02245 354.000 EACH| 35.00000 12390.00| 63.00000 22302.00| 75.00000 26550.00 TREE, 150 mm, REMOVE | | | 0004 202-02250 270.000 EACH| 75.00000 20250.00| 85.00000 22950.00| 80.00000 21600.00 TREE, 250 mm, REMOVE | | | 0005 202-02255 223.000 EACH| 87.00000 19401.00| 103.00000 22969.00| 90.00000 20070.00 TREE, 460 mm, REMOVE | | | 0006 202-02260 96.000 EACH| 200.00000 19200.00| 143.00000 13728.00| 136.00000 13056.00 TREE, 760 mm, REMOVE | | | 0007 202-02265 29.000 EACH| 500.00000 14500.00| 247.00000 7163.00| 275.00000 7975.00 TREE, 1220 mm, REMOVE | | | 0008 202-02270 1.000 EACH| 1500.00000 1500.00| 913.00000 913.00| 780.00000 780.00 TREE, 1520 mm, REMOVE , 15200 MM OR | | | GREATER | | | 0009 621-01004 1.000 EACH| 700.00000 700.00| 765.00000 765.00| 720.00000 720.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06559 4750.000 m2 | 0.80000 3800.00| 0.68000 3230.00| 0.64000 3040.00 MULCHED SEEDING, R | | | 0011 801-06640 7.000 EACH| 60.00000 420.00| 141.62000 991.34| 212.00000 1484.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 3000.00000 3000.00| 4390.00000 4390.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 99,871.00| $ 130,221.34| $ 143,725.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,871.00| $ 130,221.34| $ 143,725.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 543 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,952.89 ROUTE : 40 CALL ORDER : 543 CONTRACT ID : M -24887-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 110-01001 LUMP| 9670.00000 9670.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 201-06587 0.950 ha | 6000.00000 5700.00| | CLEARING AND GRUBBING | | | 0003 202-02245 354.000 EACH| 69.00000 24426.00| | TREE, 150 mm, REMOVE | | | 0004 202-02250 270.000 EACH| 120.00000 32400.00| | TREE, 250 mm, REMOVE | | | 0005 202-02255 223.000 EACH| 160.00000 35680.00| | TREE, 460 mm, REMOVE | | | 0006 202-02260 96.000 EACH| 650.00000 62400.00| | TREE, 760 mm, REMOVE | | | 0007 202-02265 29.000 EACH| 1000.00000 29000.00| | TREE, 1220 mm, REMOVE | | | 0008 202-02270 1.000 EACH| 1600.00000 1600.00| | TREE, 1520 mm, REMOVE , 15200 MM OR | | | GREATER | | | 0009 621-01004 1.000 EACH| 680.00000 680.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06559 4750.000 m2 | 0.70000 3325.00| | MULCHED SEEDING, R | | | 0011 801-06640 7.000 EACH| 195.00000 1365.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 6800.00000 6800.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 213,046.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,046.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 545 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 40 AND I-465 CALL ORDER : 545 CONTRACT ID : M -24888-A COUNTIES : HAMILTON HANCOCK LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 166,366.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 173,771.28 104.4511% 3 35-1663068 SIMS & PEDIGO COMPANY $ 202,292.40 121.5947% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 547 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 124,150.86 ROUTE : FAIR GROUNDS CALL ORDER : 547 CONTRACT ID : M -24889-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 102,894.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 107,362.05 104.3423% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 107,465.45 104.4428% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 117,830.00 114.5159% 5 31-4351261 SHELLY & SANDS, INC. $ 129,003.45 125.3750% 6 35-1139301 E & B PAVING, INC. $ 129,929.99 126.2755% ==================================================================================================================================== |(1) 35-1033872 |(2) 35-1151771 |(3) 35-0918397 |GRADY BROTHERS, INC. |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 650.00000 650.00| 2950.00000 2950.00| 2200.00000 2200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1646.000 m2 | 3.50000 5761.00| 3.52000 5793.92| 2.85000 4691.10 SURFACE MILLING, ASPHALT , 25mm | | | 0003 305-05204 33.000 Mg | 84.50000 2788.50| 87.78000 2896.74| 110.00000 3630.00 HMA FOR PATCHING | | | 0004 402-05474 113.400 Mg | 40.00000 4536.00| 37.36000 4236.62| 46.50000 5273.10 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05477 2058.500 Mg | 41.00000 84398.50| 43.69000 89935.87| 42.50000 87486.25 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 7.000 Mg | 300.00000 2100.00| 100.00000 700.00| 275.00000 1925.00 ASPHALT FOR TACK COAT | | | 0007 801-06640 6.000 EACH| 60.00000 360.00| 58.15000 348.90| 60.00000 360.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2300.00000 2300.00| 500.00000 500.00| 1900.00000 1900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 102,894.00| $ 107,362.05| $ 107,465.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 102,894.00| $ 107,362.05| $ 107,465.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 547 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 124,150.86 ROUTE : FAIR GROUNDS CALL ORDER : 547 CONTRACT ID : M -24889-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 31-4351261 |(6) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B 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| 5900.00000 5900.00| 4200.00000 4200.00| 6496.57000 6496.57 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1646.000 m2 | 3.70000 6090.20| 9.00000 14814.00| 3.32000 5464.72 SURFACE MILLING, ASPHALT , 25mm | | | 0003 305-05204 33.000 Mg | 95.00000 3135.00| 180.00000 5940.00| 247.00000 8151.00 HMA FOR PATCHING | | | 0004 402-05474 113.400 Mg | 50.00000 5670.00| 48.50000 5499.90| 58.00000 6577.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05477 2058.500 Mg | 44.90000 92426.65| 42.30000 87074.55| 49.00000 100866.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 7.000 Mg | 200.00000 1400.00| 445.00000 3115.00| 218.00000 1526.00 ASPHALT FOR TACK COAT | | | 0007 801-06640 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 58.00000 348.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2848.15000 2848.15| 8000.00000 8000.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 117,830.00| $ 129,003.45| $ 129,929.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,830.00| $ 129,003.45| $ 129,929.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 549 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,016,548.65 ROUTE : VARIOUS CALL ORDER : 549 CONTRACT ID : M -24890-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 642,688.23 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 675,876.20 105.1639% 3 35-1139301 E & B PAVING, INC. $ 755,678.20 117.5808% 4 35-1479719 MILLER & SONS MASONRY $ 779,711.65 121.3203% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCHING AND REHAB CONCRETE PAVEMENT | | | 0001 105-01925 6.000 MOS | 800.00000 4800.00| 1400.00000 8400.00| 2000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4950.00000 4950.00| 2300.00000 2300.00| 2200.00000 2200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 33000.00000 33000.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 1425.100 Mg | 89.32000 127289.93| 100.00000 142510.00| 90.00000 128259.00 HMA FOR PATCHING | | | 0006 406-05520 1.000 Mg | 341.25000 341.25| 240.00000 240.00| 500.00000 500.00 ASPHALT FOR TACK COAT | | | 0007 801-06207 300.000 m | 3.27000 981.00| 3.40000 1020.00| 5.50000 1650.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0008 801-06640 34.000 EACH| 63.00000 2142.00| 47.00000 1598.00| 60.00000 2040.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 60000.00000 60000.00| 36000.00000 36000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0010 805-78795 500.000 m | 29.40000 14700.00| 29.00000 14500.00| 28.00000 14000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0011 808-06711 2000.000 m | 0.20000 400.00| 0.53000 1060.00| 0.40000 800.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0012 808-06713 300.000 m | 0.20000 60.00| 0.53000 159.00| 0.40000 120.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-75297 60.000 m | 9.24000 554.40| 11.00000 660.00| 12.25000 735.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0014 808-75996 25.000 EACH| 8.83000 220.75| 15.00000 375.00| 28.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 549 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,016,548.65 ROUTE : VARIOUS CALL ORDER : 549 CONTRACT ID : M -24890-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75998 25.000 EACH| 73.50000 1837.50| 47.00000 1175.00| 40.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0016 506-06333 4274.200 m2 | 92.00000 393226.40| 101.00000 431694.20| 126.00000 538549.20 PCCP PATCHING, FULL DEPTH | | | 0017 805-78470 1500.000 m | 0.79000 1185.00| 0.79000 1185.00| 0.75000 1125.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 642,688.23| $ 675,876.20| $ 755,678.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 642,688.23| $ 675,876.20| $ 755,678.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 549 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,016,548.65 ROUTE : VARIOUS CALL ORDER : 549 CONTRACT ID : M -24890-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1479719 | | |MILLER & SONS MASONRY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCHING AND REHAB CONCRETE PAVEMENT | | | 0001 105-01925 6.000 MOS | 1850.00000 11100.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2900.00000 2900.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31500.00000 31500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 1425.100 Mg | 111.50000 158898.65| | HMA FOR PATCHING | | | 0006 406-05520 1.000 Mg | 2000.00000 2000.00| | ASPHALT FOR TACK COAT | | | 0007 801-06207 300.000 m | 3.50000 1050.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0008 801-06640 34.000 EACH| 70.00000 2380.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 53100.00000 53100.00| | MAINTAINING TRAFFIC | | | 0010 805-78795 500.000 m | 38.00000 19000.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0011 808-06711 2000.000 m | 0.25000 500.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0012 808-06713 300.000 m | 0.25000 75.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-75297 60.000 m | 10.00000 600.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0014 808-75996 25.000 EACH| 20.00000 500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0015 808-75998 25.000 EACH| 75.00000 1875.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0016 506-06333 4274.200 m2 | 115.00000 491533.00| | PCCP PATCHING, FULL DEPTH | | | 0017 805-78470 1500.000 m | 1.80000 2700.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 779,711.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,711.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,853.48 ROUTE : 28 CALL ORDER : 551 CONTRACT ID : M -24891-A COUNTIES : RANDOLPH LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 194,026.00 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1250.00000 3750.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9200.00000 9200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 21585.000 m2 | 1.70000 36694.50| | SURFACE MILLING, ASPHALT (25mm) | | | 0005 305-06082 642.300 Mg | 95.00000 61018.50| | HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 402-05477 1619.000 Mg | 45.00000 72855.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 25.000 Mg | 45.00000 1125.00| | HMA WEDGE AND LEVEL | | | 0008 406-05520 5.600 Mg | 200.00000 1120.00| | ASPHALT FOR TACK COAT | | | 0009 801-06203 194.000 m | 1.40000 271.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0010 801-06207 194.000 m | 3.00000 582.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 31.000 EACH| 47.00000 1457.00| | CONSTRUCTION SIGN, A | | | 0012 801-06710 60.000 DAY | 18.00000 1080.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0014 808-06712 285.000 m | 0.20000 57.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0015 808-06714 2100.000 m | 0.20000 420.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,853.48 ROUTE : 28 CALL ORDER : 551 CONTRACT ID : M -24891-A COUNTIES : RANDOLPH LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-75297 14.700 m | 10.00000 147.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0017 808-75300 124.200 m | 2.00000 248.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 194,026.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,026.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,722.50 ROUTE : 39 CALL ORDER : 561 CONTRACT ID : M -24896-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO $ 92,646.09 100.0000% 2 35-1139301 E & B PAVING, INC. $ 97,156.66 104.8686% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 139,867.80 150.9699% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 147,665.00 159.3861% 5 35-1057181 TRIANGLE ASPHALT PAVING $ 147,924.44 159.6661% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |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 105-06790 3.000 MOS | 1800.00000 5400.00| 1500.00000 4500.00| 2816.51000 8449.53 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 1990.00000 1990.00| 4500.00000 4500.00| 6800.00000 6800.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3680.000 m2 | 2.31000 8500.80| 2.10000 7728.00| 2.60000 9568.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 70.000 Mg | 29.48000 2063.60| 30.00000 2100.00| 46.20000 3234.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 303-52308 55.000 Mg | 28.58000 1571.90| 25.00000 1375.00| 49.82000 2740.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | Undistributed | | | 0006 305-05204 130.000 Mg | 83.04000 10795.20| 87.00000 11310.00| 113.40000 14742.00 HMA FOR PATCHING | | | 0007 402-05477 650.000 Mg | 48.69000 31648.50| 50.00000 32500.00| 62.78000 40807.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05490 180.000 Mg | 50.63000 9113.40| 50.00000 9000.00| 62.79000 11302.20 HMA SURFACE 9.5 mm, SHOULDER | | | 0009 402-05495 150.000 Mg | 41.35000 6202.50| 50.00000 7500.00| 58.59000 8788.50 HMA WEDGE AND LEVEL | | | 0010 406-05520 3.400 Mg | 150.00000 510.00| 300.00000 1020.00| 229.36000 779.82 ASPHALT FOR TACK COAT | | | 0011 610-05527 100.000 Mg | 67.37000 6737.00| 90.00000 9000.00| 139.46000 13946.00 HMA FOR APPROACHES | | | 0012 615-06527 1.000 EACH| 335.33000 335.33| 500.00000 500.00| 508.46000 508.46 MONUMENT, SECTION CORNER | | | 0013 801-06203 45.000 m | 2.64000 118.80| 0.75000 33.75| 3.65000 164.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,722.50 ROUTE : 39 CALL ORDER : 561 CONTRACT ID : M -24896-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06207 117.000 m | 9.49000 1110.33| 3.50000 409.50| 3.64000 425.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 16.000 EACH| 52.87000 845.92| 50.00000 800.00| 52.50000 840.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 3000.00000 3000.00| 3600.00000 3600.00| 15056.00000 15056.00 MAINTAINING TRAFFIC | | | 0017 808-06712 144.000 m | 0.20000 28.80| 0.19000 27.36| 0.20000 28.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 1841.000 m | 0.20000 368.20| 0.19000 349.79| 0.20000 368.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 1206.000 m | 0.20000 241.20| 0.19000 229.14| 0.20000 241.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-74815 38.000 m | 3.99000 151.62| 3.77000 143.26| 3.96000 150.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0021 808-75297 23.000 m | 9.33000 214.59| 8.82000 202.86| 9.26000 212.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75996 80.000 EACH| 21.23000 1698.40| 4.10000 328.00| 8.93000 714.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 92,646.09| $ 97,156.66| $ 139,867.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,646.09| $ 97,156.66| $ 139,867.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,722.50 ROUTE : 39 CALL ORDER : 561 CONTRACT ID : M -24896-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1057181 | |RIETH RILEY CONSTRUCTION |TRIANGLE ASPHALT PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 3100.00000 9300.00| 3000.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5515.30000 5515.30| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3680.000 m2 | 3.30000 12144.00| 9.50000 34960.00| SURFACE MILLING, ASPHALT | | | 0004 303-04095 70.000 Mg | 70.00000 4900.00| 50.00000 3500.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 303-52308 55.000 Mg | 70.00000 3850.00| 22.30000 1226.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | Undistributed | | | 0006 305-05204 130.000 Mg | 150.00000 19500.00| 109.60000 14248.00| HMA FOR PATCHING | | | 0007 402-05477 650.000 Mg | 62.00000 40300.00| 47.60000 30940.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05490 180.000 Mg | 72.00000 12960.00| 55.70000 10026.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0009 402-05495 150.000 Mg | 65.00000 9750.00| 53.60000 8040.00| HMA WEDGE AND LEVEL | | | 0010 406-05520 3.400 Mg | 200.00000 680.00| 427.00000 1451.80| ASPHALT FOR TACK COAT | | | 0011 610-05527 100.000 Mg | 150.00000 15000.00| 76.80000 7680.00| HMA FOR APPROACHES | | | 0012 615-06527 1.000 EACH| 400.00000 400.00| 513.00000 513.00| MONUMENT, SECTION CORNER | | | 0013 801-06203 45.000 m | 1.00000 45.00| 1.05000 47.25| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 117.000 m | 5.50000 643.50| 2.85000 333.45| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 16.000 EACH| 55.00000 880.00| 52.50000 840.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 10000.00000 10000.00| 11960.00000 11960.00| MAINTAINING TRAFFIC | | | 0017 808-06712 144.000 m | 0.20000 28.80| 0.34000 48.96| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 1841.000 m | 0.20000 368.20| 0.34000 625.94| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 1206.000 m | 0.20000 241.20| 0.34000 410.04| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,722.50 ROUTE : 39 CALL ORDER : 561 CONTRACT ID : M -24896-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1057181 | |RIETH RILEY CONSTRUCTION |TRIANGLE ASPHALT PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-74815 38.000 m | 4.00000 152.00| 8.30000 315.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0021 808-75297 23.000 m | 9.00000 207.00| 14.70000 338.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75996 80.000 EACH| 10.00000 800.00| 5.25000 420.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 147,665.00| $ 147,924.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 147,665.00| $ 147,924.44| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 563 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,327.17 ROUTE : 63 CALL ORDER : 563 CONTRACT ID : M -24897-A COUNTIES : VARIOUS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 82 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1626866 CLEAR VALLEY $ 58,500.00 100.0000% 2 35-2034028 C & H MOWING, INC. $ 59,000.00 100.8547% 3 35-1958578 FEENEY, V., INC. $ 64,000.00 109.4017% 4 35-1606893 OLCO, INC. $ 99,555.00 170.1794% ==================================================================================================================================== |(1) 31-1626866 |(2) 35-2034028 |(3) 35-1958578 |CLEAR VALLEY |C & H MOWING, INC. |FEENEY, V., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE-MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 18000.00000 18000.00| 18000.00000 18000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 25000.00000 25000.00| 28000.00000 28000.00| 32000.00000 32000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 13500.00000 13500.00| 13000.00000 13000.00| 14000.00000 14000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 58,500.00| $ 59,000.00| $ 64,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,500.00| $ 59,000.00| $ 64,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 563 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,327.17 ROUTE : 63 CALL ORDER : 563 CONTRACT ID : M -24897-A COUNTIES : VARIOUS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1606893 | | |OLCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE-MOWING | | | 0001 623-04884 1.000 CYCL| 40000.00000 40000.00| | MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 45000.00000 45000.00| | MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 14555.00000 14555.00| | MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 99,555.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,555.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,683.57 ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : M -24906-A COUNTIES : VARIOUS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS, INC. $ 307,595.65 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 344,302.68 111.9335% 3 35-1944148 DALTONS, INC. $ 358,042.93 116.4005% 4 52-2166771 CHEMI-TROL CHEMICAL CO $ 393,521.97 127.9348% ==================================================================================================================================== |(1) 23-2332783 |(2) 35-1038926 |(3) 35-1944148 |DEANGELO BROTHERS, INC. |TOWNSEND TREE SERVICE CO |DALTONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE-HERBICIDE | | | 0001 624-92647 3318.900 ha | 92.68000 307595.65| 103.74000 344302.68| 107.88000 358042.93 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 307,595.65| $ 344,302.68| $ 358,042.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,595.65| $ 344,302.68| $ 358,042.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,683.57 ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : M -24906-A COUNTIES : VARIOUS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 52-2166771 | | |CHEMI-TROL CHEMICAL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE-HERBICIDE | | | 0001 624-92647 3318.900 ha | 118.57000 393521.97| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 393,521.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,521.97| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 579 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 70,750.00 ROUTE : VARIOUS CALL ORDER : 579 CONTRACT ID : M -24909-A COUNTIES : ALLEN DEKALB LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON OTHERS CONTRACT TIME : 23 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1376229 COMPTON'S MOWING SERVICE CONDITIONAL AND AWARD $ 69,500.00 100.0000% 2 35-1958578 FEENEY, V., INC. $ 75,000.00 107.9136% 3 35-1606893 OLCO, INC. $ 84,000.00 120.8633% ==================================================================================================================================== |(1) 35-1376229 |(2) 35-1958578 |(3) 35-1606893 |COMPTON'S MOWING SERVICE |FEENEY, V., INC. |OLCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE-MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 18750.00000 18750.00| 30000.00000 30000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 30000.00000 30000.00| 37500.00000 37500.00| 40000.00000 40000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 19500.00000 19500.00| 18750.00000 18750.00| 14000.00000 14000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 69,500.00| $ 75,000.00| $ 84,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,500.00| $ 75,000.00| $ 84,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 30 CALL ORDER : 581 CONTRACT ID : M -24910-A COUNTIES : ALLEN KOSCIUSKO LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT WHITLEY CONTRACT TIME : 23 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1958578 FEENEY, V., INC. $ 60,000.00 100.0000% 2 35-1376229 COMPTON'S MOWING SERVICE $ 66,000.00 110.0000% 3 35-1606893 OLCO, INC. $ 74,000.00 123.3333% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,475.00 ROUTE : DNR CALL ORDER : 591 CONTRACT ID : M -24923-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 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 35-1056038 CALCAR QUARRIES, INC. $ 72,150.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 76,541.00 106.0859% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 93,160.00 129.1198% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0918397 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 400.00000 1200.00| 900.00000 2700.00| 2500.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5600.00000 5600.00| 2431.00000 2431.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-04095 260.000 Mg | 21.00000 5460.00| 25.00000 6500.00| 32.00000 8320.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0004 402-05497 1240.000 Mg | 45.50000 56420.00| 49.00000 60760.00| 55.00000 68200.00 HMA FOR PARK ROAD | | | 0005 406-05520 7.000 Mg | 300.00000 2100.00| 200.00000 1400.00| 205.00000 1435.00 ASPHALT FOR TACK COAT | | | 0006 801-06640 15.000 EACH| 70.00000 1050.00| 50.00000 750.00| 55.00000 825.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 320.00000 320.00| 2000.00000 2000.00| 3380.00000 3380.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 72,150.00| $ 76,541.00| $ 93,160.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 72,150.00| $ 76,541.00| $ 93,160.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 58,183.77 ROUTE : SR 3, SR 238 & SR 13 CALL ORDER : 601 CONTRACT ID : M -24992-A COUNTIES : DELAWARE HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT MADISON CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION CONDITIONAL AND IRREGULAR $ 36,742.41 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. AWARD $ 53,745.00 146.2751% 3 35-1139301 E & B PAVING, INC. $ 55,648.00 151.4544% 4 35-1609544 SCHUTT-LOOKABILL CO $ 83,365.00 226.8903% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1364963 |(3) 35-1139301 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR (SLOPEWALL) | | | 0001 110-01001 LUMP| 9565.41000 9565.41| 12000.00000 12000.00| 2800.00000 2800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51368 200.000 m2 | 10.00000 2000.00| 24.00000 4800.00| 25.00000 5000.00 SLOPEWALL, REMOVE | | | 0003 211-02060 97.000 m3 | 31.00000 3007.00| 35.00000 3395.00| 62.00000 6014.00 B BORROW FOR STRUCTURE BACKFILL | | | 0004 213-52830 100.000 m3 | 93.00000 9300.00| 10.00000 1000.00| 190.45000 19045.00 FLOWABLE MORTAR | | | 0005 213-52831 68.000 EACH| 25.00000 1700.00| 25.00000 1700.00| 88.00000 5984.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0006 616-06405 90.000 Mg | 20.00000 1800.00| 100.00000 9000.00| 61.00000 5490.00 RIPRAP, REVETMENT | | | 0007 715-91361 47.000 m | 30.00000 1410.00| 50.00000 2350.00| 145.00000 6815.00 PIPE, PVC, 150 mm | | | 0008 801-06640 60.000 EACH| 62.50000 3750.00| 75.00000 4500.00| 50.00000 3000.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 4210.00000 4210.00| 15000.00000 15000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 36,742.41| $ 53,745.00| $ 55,648.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,742.41| $ 53,745.00| $ 55,648.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 58,183.77 ROUTE : SR 3, SR 238 & SR 13 CALL ORDER : 601 CONTRACT ID : M -24992-A COUNTIES : DELAWARE HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT MADISON SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR (SLOPEWALL) | | | 0001 110-01001 LUMP| 4100.00000 4100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51368 200.000 m2 | 125.00000 25000.00| | SLOPEWALL, REMOVE | | | 0003 211-02060 97.000 m3 | 34.00000 3298.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0004 213-52830 100.000 m3 | 200.00000 20000.00| | FLOWABLE MORTAR | | | 0005 213-52831 68.000 EACH| 150.00000 10200.00| | DRILLED HOLE FOR FLOWABLE MORTAR | | | 0006 616-06405 90.000 Mg | 60.00000 5400.00| | RIPRAP, REVETMENT | | | 0007 715-91361 47.000 m | 33.00000 1551.00| | PIPE, PVC, 150 mm | | | 0008 801-06640 60.000 EACH| 72.00000 4320.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 9496.00000 9496.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 83,365.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,365.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 603 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,985.81 ROUTE : 26 CALL ORDER : 603 CONTRACT ID : M -24993-A COUNTIES : GRANT LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 44,945.40 100.0000% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1100.00000 1100.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2200.00000 2200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1996.000 m2 | 4.25000 8483.00| | SURFACE MILLING, ASPHALT 25MM | | | 0004 402-05472 144.500 Mg | 65.00000 9392.50| | HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0005 402-05477 120.500 Mg | 65.00000 7832.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05485 35.200 Mg | 65.00000 2288.00| | HMA INTERMEDIATE 9.5 mm, SHOULDER | | | 0007 402-05490 29.300 Mg | 65.00000 1904.50| | HMA SURFACE 9.5 mm, SHOULDER | | | 0008 402-05495 72.300 Mg | 65.00000 4699.50| | HMA WEDGE AND LEVEL | | | 0009 406-05520 10.000 Mg | 150.00000 1500.00| | ASPHALT FOR TACK COAT | | | 0010 801-06203 86.800 m | 1.00000 86.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 43.400 m | 10.00000 434.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 12.000 EACH| 125.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 2700.00000 2700.00| | MAINTAINING TRAFFIC | | | 0014 808-06713 434.000 m | 0.95000 412.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0015 808-06714 434.000 m | 0.95000 412.30| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 603 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,985.81 ROUTE : 26 CALL ORDER : 603 CONTRACT ID : M -24993-A COUNTIES : GRANT LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 TOTALS | $ 44,945.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 44,945.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 139,500.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE IRREGULAR $ 156,106.80 111.9045% 3 35-2064912 B & P CONSTRUCTION IRREGULAR $ 158,098.16 113.3320% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 185,400.45 132.9035% 5 35-1542461 SWEENEY CONSTRUCTION CORPORATION $ 211,781.22 151.8144% 6 35-1954982 T C INCORPORATED $ 213,555.19 153.0861% ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1817574 |(3) 35-2064912 |DEICHMAN EXCAVATING CO |YARDBERRY LANDSCAPE |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1800.00000 5400.00| 3300.00000 9900.00| 1200.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 1200.00000 1200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 5800.00000 5800.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10955.05000 10955.05| 10000.00000 10000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 202.000 m2 | 10.00000 2020.00| 11.00000 2222.00| 7.50000 1515.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 263.900 m3 | 20.00000 5278.00| 12.00000 3166.80| 25.00000 6597.50 EXCAVATION, COMMON | | | 0008 205-02224 288.000 m | 6.00000 1728.00| 6.00000 1728.00| 3.50000 1008.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 8.000 m | 36.00000 288.00| 20.00000 160.00| 5.00000 40.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02236 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 211-02050 94.400 m3 | 30.00000 2832.00| 34.00000 3209.60| 22.00000 2076.80 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1817574 |(3) 35-2064912 |DEICHMAN EXCAVATING CO |YARDBERRY LANDSCAPE |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 145.500 m3 | 30.00000 4365.00| 30.00000 4365.00| 20.00000 2910.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 298.900 Mg | 20.00000 5978.00| 21.00000 6276.90| 21.00000 6276.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 401-04824 62.600 Mg | 66.00000 4131.60| 50.00000 3130.00| 66.00000 4131.60 HMA BASE 25.0 mm, SHOULDER | | | 0015 402-05468 164.400 Mg | 60.50000 9946.20| 48.00000 7891.20| 60.50000 9946.20 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 48.400 Mg | 66.00000 3194.40| 52.00000 2516.80| 66.00000 3194.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 54.200 Mg | 71.50000 3875.30| 58.00000 3143.60| 71.50000 3875.30 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 348.000 m2 | 2.75000 957.00| 3.50000 1218.00| 2.75000 957.00 SEAL COAT, 2 | | | 0019 405-05518 348.000 m2 | 1.40000 487.20| 2.50000 870.00| 1.38000 480.24 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1330.000 m2 | 0.85000 1130.50| 0.00000 0.00| 0.83000 1103.90 ASPHALT FOR TACK COAT | | | 0021 616-02320 102.000 m2 | 5.00000 510.00| 4.00000 408.00| 3.00000 306.00 GEOTEXTILES | | | 0022 616-06405 83.000 Mg | 30.00000 2490.00| 40.00000 3320.00| 22.00000 1826.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 400.00000 400.00| 700.00000 700.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-01660 847.000 m2 | 1.00000 847.00| 1.00000 847.00| 1.20000 1016.40 MULCHED SEEDING, LEGUME, 2 | | | 0026 621-06548 0.400 kg | 72.50000 29.00| 2200.00000 880.00| 100.00000 40.00 SEED MIXTURE, CV | | | 0027 621-06559 309.000 m2 | 1.75000 540.75| 1.00000 309.00| 1.00000 309.00 MULCHED SEEDING, R | | | 0028 621-52448 4.000 EACH| 30.00000 120.00| 35.00000 140.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0029 622-98200 4.000 EACH| 30.00000 120.00| 35.00000 140.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0030 714-26726 27.440 m | 1950.00000 53508.00| 2510.00000 68874.40| 2300.00000 63112.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0031 715-05152 15.000 m | 60.00000 900.00| 90.00000 1350.00| 65.00000 975.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0032 715-35000 30.000 m | 10.00000 300.00| 12.00000 360.00| 6.00000 180.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1817574 |(3) 35-2064912 |DEICHMAN EXCAVATING CO |YARDBERRY LANDSCAPE |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-35005 30.000 m | 12.50000 375.00| 13.00000 390.00| 6.00000 180.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0034 715-35010 30.000 m | 15.00000 450.00| 15.00000 450.00| 7.00000 210.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0035 720-45030 1.000 EACH| 1000.00000 1000.00| 1850.00000 1850.00| 700.00000 700.00 INLET, E7 | | | 0036 801-04308 2.000 EACH| 143.00000 286.00| 143.00000 286.00| 145.60000 291.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06605 12.000 EACH| 37.00000 444.00| 37.00000 444.00| 36.96000 443.52 BARRICADE, IIIA | | | 0038 801-06606 10.000 EACH| 52.00000 520.00| 52.00000 520.00| 52.64000 526.40 BARRICADE, IIIB | | | 0039 801-06640 16.000 EACH| 55.00000 880.00| 55.00000 880.00| 56.00000 896.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 11460.00000 11460.00 MAINTAINING TRAFFIC | | | 0041 808-06712 40.000 m | 2.25000 90.00| 2.20000 88.00| 2.18000 87.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 320.000 m | 2.25000 720.00| 2.20000 704.00| 2.18000 697.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 621-01620 329.000 m2 | 1.00000 329.00| 1.50000 493.50| 1.00000 329.00 MULCHED SEEDING, LEGUME, 1 | | | SECTION TOTALS | $ 139,500.00| $ 156,106.80| $ 158,098.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,500.00| $ 156,106.80| $ 158,098.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1542461 |(6) 35-1954982 |ISOM, JACK CONSTRUCTION CO |SWEENEY CONSTRUCTION CORPORA|T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 2685.00000 8055.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 3100.00000 3100.00| 4300.00000 4300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 8500.00000 8500.00| 6085.00000 6085.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 1789.00000 1789.00| 4700.00000 4700.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 17000.00000 17000.00| 8235.00000 8235.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 202.000 m2 | 9.25000 1868.50| 3.00000 606.00| 66.50000 13433.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 263.900 m3 | 13.00000 3430.70| 10.00000 2639.00| 25.00000 6597.50 EXCAVATION, COMMON | | | 0008 205-02224 288.000 m | 6.50000 1872.00| 1.50000 432.00| 6.85000 1972.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 8.000 m | 10.00000 80.00| 23.00000 184.00| 41.50000 332.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02236 1.000 EACH| 300.00000 300.00| 200.00000 200.00| 85.00000 85.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 211-02050 94.400 m3 | 25.00000 2360.00| 27.00000 2548.80| 70.00000 6608.00 B BORROW | | | 0012 211-02060 145.500 m3 | 29.00000 4219.50| 27.00000 3928.50| 68.00000 9894.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 298.900 Mg | 20.00000 5978.00| 21.00000 6276.90| 62.00000 18531.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 401-04824 62.600 Mg | 73.00000 4569.80| 62.00000 3881.20| 52.00000 3255.20 HMA BASE 25.0 mm, SHOULDER | | | 0015 402-05468 164.400 Mg | 63.00000 10357.20| 60.00000 9864.00| 50.00000 8220.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 48.400 Mg | 73.00000 3533.20| 60.00000 2904.00| 49.00000 2371.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 54.200 Mg | 79.00000 4281.80| 67.00000 3631.40| 56.00000 3035.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 348.000 m2 | 3.00000 1044.00| 2.50000 870.00| 0.80000 278.40 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1542461 |(6) 35-1954982 |ISOM, JACK CONSTRUCTION CO |SWEENEY CONSTRUCTION CORPORA|T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05518 348.000 m2 | 1.90000 661.20| 2.00000 696.00| 1.75000 609.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1330.000 m2 | 1.40000 1862.00| 2.00000 2660.00| 0.90000 1197.00 ASPHALT FOR TACK COAT | | | 0021 616-02320 102.000 m2 | 5.00000 510.00| 2.00000 204.00| 8.00000 816.00 GEOTEXTILES | | | 0022 616-06405 83.000 Mg | 55.00000 4565.00| 50.00000 4150.00| 50.00000 4150.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 600.00000 600.00| 150.00000 150.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-01660 847.000 m2 | 1.20000 1016.40| 1.50000 1270.50| 1.00000 847.00 MULCHED SEEDING, LEGUME, 2 | | | 0026 621-06548 0.400 kg | 50.00000 20.00| 60.00000 24.00| 70.00000 28.00 SEED MIXTURE, CV | | | 0027 621-06559 309.000 m2 | 1.00000 309.00| 1.50000 463.50| 1.65000 509.85 MULCHED SEEDING, R | | | 0028 621-52448 4.000 EACH| 35.00000 140.00| 78.00000 312.00| 29.00000 116.00 SIGN, DO NOT SPRAY | | | 0029 622-98200 4.000 EACH| 35.00000 140.00| 78.00000 312.00| 29.00000 116.00 SIGN, DO NOT DISTURB | | | 0030 714-26726 27.440 m | 2700.00000 74088.00| 4368.00000 119857.92| 2875.00000 78890.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0031 715-05152 15.000 m | 90.00000 1350.00| 130.00000 1950.00| 135.00000 2025.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0032 715-35000 30.000 m | 32.00000 960.00| 115.00000 3450.00| 49.00000 1470.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0033 715-35005 30.000 m | 38.00000 1140.00| 118.00000 3540.00| 51.00000 1530.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0034 715-35010 30.000 m | 40.00000 1200.00| 122.00000 3660.00| 53.00000 1590.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0035 720-45030 1.000 EACH| 1900.00000 1900.00| 864.00000 864.00| 2371.00000 2371.00 INLET, E7 | | | 0036 801-04308 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 105.00000 210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06605 12.000 EACH| 100.00000 1200.00| 38.00000 456.00| 70.00000 840.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 605 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 197,689.64 ROUTE : SR 22 CALL ORDER : 605 CONTRACT ID : M -24994-A COUNTIES : HOWARD LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1542461 |(6) 35-1954982 |ISOM, JACK CONSTRUCTION CO |SWEENEY CONSTRUCTION CORPORA|T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06606 10.000 EACH| 90.00000 900.00| 55.00000 550.00| 70.00000 700.00 BARRICADE, IIIB | | | 0039 801-06640 16.000 EACH| 75.00000 1200.00| 58.00000 928.00| 85.00000 1360.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 5000.00000 5000.00| 500.00000 500.00| 4900.00000 4900.00 MAINTAINING TRAFFIC | | | 0041 808-06712 40.000 m | 2.50000 100.00| 2.50000 100.00| 2.25000 90.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 320.000 m | 2.50000 800.00| 2.50000 800.00| 2.25000 720.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 621-01620 329.000 m2 | 1.35000 444.15| 1.50000 493.50| 0.96000 315.84 MULCHED SEEDING, LEGUME, 1 | | | SECTION TOTALS | $ 185,400.45| $ 211,781.22| $ 213,555.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 185,400.45| $ 211,781.22| $ 213,555.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 607 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,445.76 ROUTE : US 40 CALL ORDER : 607 CONTRACT ID : M -24995-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1626214 CULY CONSTRUCTION & EXCAVATING $ 29,459.50 100.0000% 2 35-2064912 B & P CONSTRUCTION IRREGULAR $ 30,214.00 102.5611% 3 35-1817574 YARDBERRY LANDSCAPE $ 43,558.50 147.8589% 4 35-1663068 SIMS & PEDIGO COMPANY $ 46,375.40 157.4208% 5 35-1609544 SCHUTT-LOOKABILL CO $ 54,950.60 186.5293% 6 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 76,669.84 260.2550% 7 35-1636776 LINKEL COMPANY $ 79,000.00 268.1647% 8 35-1954982 T C INCORPORATED $ 116,838.40 396.6068% ==================================================================================================================================== |(1) 35-1626214 |(2) 35-2064912 |(3) 35-1817574 |CULY CONSTRUCTION & EXCAVATI|B & P CONSTRUCTION |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FILLING SMALL STRUCTURE | | | 0001 110-01001 LUMP| 9300.00000 9300.00| 7491.50000 7491.50| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 213-52830 136.300 m3 | 65.00000 8859.50| 65.00000 8859.50| 165.00000 22489.50 FLOWABLE MORTAR MIX #130 | | | 0003 213-52830 68.100 m3 | 65.00000 4426.50| 80.00000 5448.00| 165.00000 11236.50 FLOWABLE MORTAR MIX #372 | | | 0004 213-52831 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00| 400.00000 3200.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0005 303-94433 2.000 m3 | 200.00000 400.00| 125.00000 250.00| 75.00000 150.00 AGGREGATE, 12 | | | 0006 715-05203 4.500 m | 75.00000 337.50| 50.00000 225.00| 25.00000 112.50 PIPE, TYPE 4, CIRCULAR, 100 mm | | | (PERFORATED) | | | 0007 801-06640 8.000 EACH| 62.00000 496.00| 57.50000 460.00| 65.00000 520.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 18.00000 540.00| 16.00000 480.00| 45.00000 1350.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 300.00000 300.00| 3000.00000 3000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 29,459.50| $ 30,214.00| $ 43,558.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,459.50| $ 30,214.00| $ 43,558.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 607 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,445.76 ROUTE : US 40 CALL ORDER : 607 CONTRACT ID : M -24995-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1609544 |(6) 35-1619477 |SIMS & PEDIGO COMPANY |SCHUTT-LOOKABILL CO |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FILLING SMALL STRUCTURE | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 2750.00000 2750.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 213-52830 136.300 m3 | 141.00000 19218.30| 194.00000 26442.20| 323.87000 44143.48 FLOWABLE MORTAR MIX #130 | | | 0003 213-52830 68.100 m3 | 141.00000 9602.10| 194.00000 13211.40| 323.87000 22055.55 FLOWABLE MORTAR MIX #372 | | | 0004 213-52831 8.000 EACH| 40.00000 320.00| 300.00000 2400.00| 60.00000 480.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0005 303-94433 2.000 m3 | 100.00000 200.00| 150.00000 300.00| 45.50000 91.00 AGGREGATE, 12 | | | 0006 715-05203 4.500 m | 30.00000 135.00| 66.00000 297.00| 31.07000 139.81 PIPE, TYPE 4, CIRCULAR, 100 mm | | | (PERFORATED) | | | 0007 801-06640 8.000 EACH| 125.00000 1000.00| 62.50000 500.00| 195.00000 1560.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 30.00000 900.00| 30.00000 900.00| 40.00000 1200.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 10000.00000 10000.00| 8150.00000 8150.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 46,375.40| $ 54,950.60| $ 76,669.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 46,375.40| $ 54,950.60| $ 76,669.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 607 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,445.76 ROUTE : US 40 CALL ORDER : 607 CONTRACT ID : M -24995-A COUNTIES : WAYNE LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1636776 |(8) 35-1954982 | |LINKEL COMPANY |T C INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FILLING SMALL STRUCTURE | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 213-52830 136.300 m3 | 225.00000 30667.50| 500.00000 68150.00| FLOWABLE MORTAR MIX #130 | | | 0003 213-52830 68.100 m3 | 225.00000 15322.50| 504.00000 34322.40| FLOWABLE MORTAR MIX #372 | | | 0004 213-52831 8.000 EACH| 1500.00000 12000.00| 350.00000 2800.00| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0005 303-94433 2.000 m3 | 288.00000 576.00| 32.00000 64.00| AGGREGATE, 12 | | | 0006 715-05203 4.500 m | 100.00000 450.00| 42.00000 189.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | (PERFORATED) | | | 0007 801-06640 8.000 EACH| 248.00000 1984.00| 71.00000 568.00| CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 100.00000 3000.00| 21.00000 630.00| FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 10000.00000 10000.00| 3115.00000 3115.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 79,000.00| $ 116,838.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,000.00| $ 116,838.40| ====================================================================================================================================