INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,327.11 ROUTE : 203 CALL ORDER : 271 CONTRACT ID : RS-24772-A COUNTIES : CLARK SCOTT LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0249005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 353,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 358,563.80 101.5761% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1100.00000 4400.00| 1000.00000 4000.00| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 16900.00000 16900.00| 9000.00000 9000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1663.000 SYS | 3.50000 5820.50| 2.20000 3658.60| SURFACE MILLING, ASPHALT | | | 0004 303-52308 1508.000 TON | 10.60000 15984.80| 11.50000 17342.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 250.000 TON | 60.00000 15000.00| 85.00000 21250.00| HMA FOR PATCHING | | | 0006 401-05456 7814.000 TON | 29.00000 226606.00| 27.00000 210978.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 1000.000 TON | 29.00000 29000.00| 32.50000 32500.00| HMA WEDGE AND LEVEL | | | 0008 406-05520 30.000 TON | 120.00000 3600.00| 170.00000 5100.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 481.000 TON | 29.00000 13949.00| 55.00000 26455.00| HMA FOR APPROACHES | | | 0010 801-06207 4300.000 LFT | 0.99000 4257.00| 1.00000 4300.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 39.000 EACH| 65.00000 2535.00| 60.00000 2340.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 6360.20000 6360.20| 13500.00000 13500.00| MAINTAINING TRAFFIC | | | 0013 808-06712 2530.000 LFT | 0.05000 126.50| 0.05000 126.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 85222.000 LFT | 0.05000 4261.10| 0.05000 4261.10| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,327.11 ROUTE : 203 CALL ORDER : 271 CONTRACT ID : RS-24772-A COUNTIES : CLARK SCOTT LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 72280.000 LFT | 0.05000 3614.00| 0.05000 3614.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-06726 63.000 LFT | 9.30000 585.90| 2.20000 138.60| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 353,000.00| $ 358,563.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,000.00| $ 358,563.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,256,128.45 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : RS-25250-A COUNTIES : SCOTT LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 02440AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 838,660.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 858,469.58 102.3620% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1350.00000 10800.00| 1000.00000 8000.00| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 42100.00000 42100.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 163684.000 SYS | 0.01000 1636.84| 0.20000 32736.80| SURFACE MILLING, ASPHALT | | | 0004 303-52309 1666.000 TON | 13.00000 21658.00| 12.30000 20491.80| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 401-05454 12116.400 TON | 25.00000 302910.00| 25.00000 302910.00| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE , VOLUMETRIC | | | 0006 401-05456 11346.000 TON | 29.00000 329034.00| 30.00000 340380.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0007 406-05520 66.500 TON | 150.00000 9975.00| 170.00000 11305.00| ASPHALT FOR TACK COAT | | | 0008 610-05527 972.000 TON | 35.00000 34020.00| 55.00000 53460.00| HMA FOR APPROACHES | | | 0009 720-44000 2.000 EACH| 150.00000 300.00| 350.00000 700.00| CASTING, ADJUST TO GRADE | | | 0010 801-06203 22360.000 LFT | 0.20000 4472.00| 0.15000 3354.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 69.000 EACH| 65.00000 4485.00| 60.00000 4140.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 17510.08000 17510.08| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0013 805-78470 1558.000 LFT | 0.50000 779.00| 0.55000 856.90| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0014 805-78510 571.000 LFT | 0.65000 371.15| 1.10000 628.10| SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,256,128.45 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : RS-25250-A COUNTIES : SCOTT LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78795 955.000 LFT | 6.00000 5730.00| 8.25000 7878.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 808-01226 953.000 EACH| 6.25000 5956.25| 9.30000 8862.90| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0017 808-06712 9236.300 LFT | 0.05000 461.82| 0.05000 461.82| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 97029.100 LFT | 0.05000 4851.46| 0.05000 4851.46| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 75959.000 LFT | 0.05000 3797.95| 0.05000 3797.95| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 225.100 LFT | 10.00000 2251.00| 3.50000 787.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75300 187.000 LFT | 5.00000 935.00| 1.00000 187.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0022 808-75320 17.000 EACH| 50.00000 850.00| 60.00000 1020.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 6.000 EACH| 71.20000 427.20| 80.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75340 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0025 808-75994 953.000 EACH| 6.25000 5956.25| 4.00000 3812.00| PRISMATIC REFLECTOR | | | 0026 808-75996 953.000 EACH| 4.00000 3812.00| 3.25000 3097.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-97664 1.000 EACH| 80.00000 80.00| 170.00000 170.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0028 105-03286 LUMP| 22500.00000 22500.00| 25500.00000 25500.00| ADMINISTRATIVE COSTS , SUPERPAVE, | | | GYRATORY COMPACTOR EQUIPENT | | | SECTION TOTALS | $ 838,660.00| $ 858,469.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 838,660.00| $ 858,469.58| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,142.51 ROUTE : NUS 27 CALL ORDER : 291 CONTRACT ID : RS-25781-A COUNTIES : JAY ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2499010 200000B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,389,097.39 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,530,727.68 110.1958% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND WIDENING | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1265.00000 7590.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 68000.00000 68000.00| 76500.00000 76500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 4.000 EACH| 210.00000 840.00| 322.50000 1290.00| HEADWALL, REMOVE | | | 0004 202-60820 139406.000 m2 | 0.35000 48792.10| 0.50000 69703.00| SURFACE MILLING, ASPHALT | | | 0005 202-91385 3.000 EACH| 280.00000 840.00| 338.00000 1014.00| INLET, REMOVE | | | 0006 202-93741 11.000 EACH| 190.00000 2090.00| 190.00000 2090.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02080 0.100 km | 16400.00000 1640.00| 23950.13000 2395.01| LINEAR GRADING | | | 0008 213-52830 3.250 m3 | 197.00000 640.25| 197.00000 640.25| FLOWABLE MORTAR | | | 0009 303-04075 2365.000 Mg | 13.00000 30745.00| 14.83000 35072.95| COMPACTED AGGREGATE, O, 73 | | | 0010 303-52308 9.000 Mg | 8.00000 72.00| 20.67000 186.03| COMPACTED AGGREGATE, O, 53 | | | 0011 305-05204 900.000 Mg | 51.00000 45900.00| 76.72000 69048.00| HMA FOR PATCHING | | | 0012 305-05206 12105.000 Mg | 27.00000 326835.00| 24.97000 302261.85| WIDENING WITH HMA | | | 0013 401-05456 17440.000 Mg | 31.50000 549360.00| 34.01000 593134.40| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 2000.000 Mg | 26.50000 53000.00| 30.53000 61060.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,142.51 ROUTE : NUS 27 CALL ORDER : 291 CONTRACT ID : RS-25781-A COUNTIES : JAY ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 406-05520 52.000 Mg | 185.00000 9620.00| 275.58000 14330.16| ASPHALT FOR TACK COAT | | | 0018 601-94689 11.000 EACH| 2425.00000 26675.00| 2425.00000 26675.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 925.00000 925.00| 925.00000 925.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 608-04396 1.000 EACH| 100.00000 100.00| 62.40000 62.40| SHOULDER DRAIN | | | 0021 610-05527 1820.000 Mg | 35.00000 63700.00| 51.20000 93184.00| HMA FOR APPROACHES | | | 0022 615-06520 9.000 EACH| 150.00000 1350.00| 284.40000 2559.60| MONUMENT, RE-ESTABLISH | | | 0023 616-06405 7.000 Mg | 25.00000 175.00| 27.12000 189.84| RIPRAP, REVETMENT | | | 0024 715-05149 76.220 m | 55.00000 4192.10| 78.58000 5989.37| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0025 715-05757 10.000 m | 200.00000 2000.00| 270.17000 2701.70| PIPE EXTENSION, CIRCULAR, 900 mm | | | 0026 715-96913 32.000 m | 300.00000 9600.00| 300.00000 9600.00| PIPE, POLYETHYLENE LINER, 900 mm | | | 0027 716-93857 14.700 m | 545.00000 8011.50| 545.00000 8011.50| PIPE, JACKED, 600 mm | | | 0028 720-45005 2.000 EACH| 1650.00000 3300.00| 1490.00000 2980.00| INLET, A2 | | | 0029 720-45205 1.000 EACH| 1900.00000 1900.00| 1780.00000 1780.00| CATCH BASIN, A2 | | | 0030 720-45400 1.000 EACH| 2000.00000 2000.00| 2175.00000 2175.00| MANHOLE, A4 | | | 0031 801-06203 2040.000 m | 0.40000 816.00| 0.49000 999.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06640 100.000 EACH| 85.00000 8500.00| 85.00000 8500.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 38300.00000 38300.00| 66560.00000 66560.00| MAINTAINING TRAFFIC | | | 0034 802-91122 30.000 EACH| 135.00000 4050.00| 135.00000 4050.00| SIGN, GROUND MOUNTED, RESET | | | 0035 804-06771 50.000 EACH| 27.75000 1387.50| 27.75000 1387.50| DELINEATOR POST, FLEXIBLE | | | 0036 804-76420 8.000 EACH| 163.00000 1304.00| 163.00000 1304.00| MARKER TYPE 3, (W59 L) WITH POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,142.51 ROUTE : NUS 27 CALL ORDER : 291 CONTRACT ID : RS-25781-A COUNTIES : JAY ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-06713 40542.000 m | 0.15000 6081.30| 0.14000 5675.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0039 808-75240 3682.000 m | 0.83000 3056.06| 0.83000 3056.06| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0040 808-75245 13171.000 m | 0.83000 10931.93| 0.83000 10931.93| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0041 808-75297 40.000 m | 9.00000 360.00| 9.00000 360.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0042 808-75996 1375.000 EACH| 2.75000 3781.25| 2.35000 3231.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 1375.000 EACH| 20.00000 27500.00| 20.00000 27500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 801-06207 5400.000 m | 2.25000 12150.00| 0.49000 2646.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 808-04723 43.200 m | 14.50000 626.40| 14.50000 626.40| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 100 mm | | | 0046 808-75300 150.000 m | 5.00000 750.00| 5.00000 750.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 1,389,097.39| $ 1,530,727.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,389,097.39| $ 1,530,727.68| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 293 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,065,008.70 ROUTE : 218 CALL ORDER : 293 CONTRACT ID : RS-25782-A COUNTIES : ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3801003 SET-ASIDE : VENDOR RANKING : --------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,102,732.36 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,167,032.20 105.8309% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1200.00000 10800.00| 1185.00000 10665.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 4135.00000 4135.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58500.00000 58500.00| 58300.00000 58300.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1340.000 SYS | 3.40000 4556.00| 1.37000 1835.80| SURFACE MILLING, ASPHALT | | | 0005 203-02080 13.500 MILE| 1000.00000 13500.00| 1316.64000 17774.64| LINEAR GRADING | | | 0006 205-02234 70.000 EACH| 50.00000 3500.00| 50.00000 3500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0007 205-06937 300.000 LFT | 2.65000 795.00| 2.65000 795.00| TEMPORARY SILT FENCE | | | 0008 303-04075 15270.300 TON | 8.50000 129797.55| 11.89000 181563.87| COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 526.000 TON | 10.00000 5260.00| 5.00000 2630.00| COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 426.800 TON | 54.00000 23047.20| 45.11000 19252.95| HMA FOR PATCHING | | | 0011 305-05206 3920.000 TON | 20.70000 81144.00| 22.84000 89532.80| WIDENING WITH HMA | | | 0012 401-05455 17675.000 TON | 22.00000 388850.00| 22.71000 401399.25| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 10400.000 TON | 23.00000 239200.00| 26.49000 275496.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 401-06264 LUMP| 2800.00000 2800.00| 3775.00000 3775.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 293 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,065,008.70 ROUTE : 218 CALL ORDER : 293 CONTRACT ID : RS-25782-A COUNTIES : ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 58.000 TON | 168.00000 9744.00| 183.36000 10634.88| ASPHALT FOR TACK COAT | | | 0016 601-01846 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-99105 56.250 LFT | 12.60000 708.75| 12.60000 708.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 608-04396 14.000 EACH| 70.00000 980.00| 62.19000 870.66| SHOULDER DRAIN | | | 0019 610-05527 604.900 TON | 45.00000 27220.50| 44.71000 27045.08| HMA FOR APPROACHES | | | 0020 615-06520 8.000 EACH| 150.00000 1200.00| 270.13000 2161.04| MONUMENT, RE-ESTABLISH | | | 0021 616-06405 45.000 TON | 23.50000 1057.50| 24.96000 1123.20| RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 675.00000 675.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 5.700 TON | 721.00000 4109.70| 500.00000 2850.00| FERTILIZER | | | 0024 621-06553 2422.000 LBS | 3.79000 9179.38| 4.00000 9688.00| SEED MIXTURE, R | | | 0025 621-06565 28.500 TON | 550.00000 15675.00| 450.00000 12825.00| MULCHING MATERIAL | | | 0026 715-05169 70.000 LFT | 26.00000 1820.00| 28.09000 1966.30| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0027 715-05597 2.000 LFT | 64.00000 128.00| 187.95000 375.90| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0028 715-06720 13.000 LFT | 35.50000 461.50| 89.39000 1162.07| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0029 715-46005 6.000 EACH| 125.00000 750.00| 384.56000 2307.36| PIPE END SECTION, 15 IN. | | | 0030 801-06203 7510.000 LFT | 0.25000 1877.50| 0.12000 901.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 3755.000 LFT | 0.78000 2928.90| 0.85000 3191.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 34.000 EACH| 99.00000 3366.00| 75.00000 2550.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 34100.00000 34100.00| 920.00000 920.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 293 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,065,008.70 ROUTE : 218 CALL ORDER : 293 CONTRACT ID : RS-25782-A COUNTIES : ADAMS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-91122 12.000 EACH| 105.00000 1260.00| 137.05000 1644.60| SIGN, GROUND MOUNTED, RESET | | | 0035 804-06771 10.000 EACH| 50.00000 500.00| 50.00000 500.00| DELINEATOR POST, FLEXIBLE | | | 0036 808-06712 8520.000 LFT | 0.04000 340.80| 0.05000 426.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 75090.000 LFT | 0.04000 3003.60| 0.05000 3754.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 17412.000 LFT | 0.04000 696.48| 0.05000 870.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,102,732.36| $ 1,167,032.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,102,732.36| $ 1,167,032.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,118,321.23 ROUTE : 161 CALL ORDER : 301 CONTRACT ID : RS-25840-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 518700F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,789,173.11 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,869,652.37 104.4981% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 9.000 MOS | 1800.00000 16200.00| 2000.00000 18000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 88000.00000 88000.00| 93500.00000 93500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 72.000 m | 5.75000 414.00| 5.50000 396.00| GUARDRAIL, REMOVE | | | 0005 202-60820 1650.000 m2 | 9.00000 14850.00| 8.00000 13200.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 25.000 EACH| 360.00000 9000.00| 537.12000 13428.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 211-02060 100.000 m3 | 15.00000 1500.00| 18.40000 1840.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-04095 4400.000 Mg | 22.85000 100540.00| 11.00000 48400.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0009 305-05204 1500.000 Mg | 50.00000 75000.00| 64.00000 96000.00| HMA FOR PATCHING | | | 0010 401-05455 27300.000 Mg | 30.25000 825825.00| 24.50000 668850.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , VOLUMETRIC | | | 0011 401-05456 10300.000 Mg | 33.00000 339900.00| 41.75000 430025.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0012 401-06264 LUMP| 4000.00000 4000.00| 12000.00000 12000.00| PROFILOGRAPH, HMA | | | 0013 402-05495 850.000 Mg | 35.00000 29750.00| 40.00000 34000.00| HMA WEDGE AND LEVEL | | | 0014 405-05517 32.000 Mg | 325.00000 10400.00| 320.00000 10240.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,118,321.23 ROUTE : 161 CALL ORDER : 301 CONTRACT ID : RS-25840-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 65.000 Mg | 185.00000 12025.00| 195.00000 12675.00| ASPHALT FOR TACK COAT | | | 0016 601-02636 54.000 m | 52.00000 2808.00| 52.00000 2808.00| GUARDRAIL, W BEAM, NESTED | | | 0017 601-94689 29.000 EACH| 2000.00000 58000.00| 2244.87000 65101.23| GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 16.000 m | 40.00000 640.00| 40.00000 640.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 610-05527 2315.000 Mg | 40.00000 92600.00| 45.00000 104175.00| HMA FOR APPROACHES | | | 0020 616-02320 100.000 m2 | 4.00000 400.00| 2.50000 250.00| GEOTEXTILES | | | 0021 616-06405 400.000 Mg | 25.00000 10000.00| 26.25000 10500.00| RIPRAP, REVETMENT | | | 0022 715-05235 30.000 m | 200.00000 6000.00| 500.00000 15000.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0023 715-06356 3.050 m | 960.00000 2928.00| 2500.00000 7625.00| PIPE EXTENSION, CIRCULAR, 1950 mm | | | 0024 715-06802 4.000 EACH| 950.00000 3800.00| 2000.00000 8000.00| CONCRETE ANCHOR, MIN. AREA 1.68 m2 | | | 0025 718-52610 100.000 m3 | 80.00000 8000.00| 35.00000 3500.00| AGGREGATE FOR UNDERDRAINS | | | 0026 718-99153 4.000 m2 | 4.00000 16.00| 200.00000 800.00| GEOTEXTILES FOR UNDERDRAIN | | | 0027 801-06203 1685.000 m | 4.00000 6740.00| 1.21000 2038.85| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0028 801-06207 1685.000 m | 4.00000 6740.00| 3.48000 5863.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0029 801-06640 52.000 EACH| 105.00000 5460.00| 90.00000 4680.00| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 20000.00000 20000.00| 125000.00000 125000.00| MAINTAINING TRAFFIC | | | 0031 808-05929 42.000 m | 5.50000 231.00| 5.35000 224.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0032 808-06712 4212.000 m | 0.18000 758.16| 0.17000 716.04| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0033 808-06713 33700.000 m | 0.18000 6066.00| 0.17000 5729.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,118,321.23 ROUTE : 161 CALL ORDER : 301 CONTRACT ID : RS-25840-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06714 3400.000 m | 0.18000 612.00| 0.17000 578.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75256 50.000 m | 5.60000 280.00| 5.35000 267.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0036 808-75297 31.000 m | 16.45000 509.95| 16.00000 496.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0037 808-75996 945.000 EACH| 4.00000 3780.00| 2.95000 2787.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 945.000 EACH| 20.00000 18900.00| 21.50000 20317.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,789,173.11| $ 1,869,652.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,789,173.11| $ 1,869,652.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 303 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,757.97 ROUTE : 66 CALL ORDER : 303 CONTRACT ID : RS-25841-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0067016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,054,217.88 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,228,000.00 116.4844% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1800.00000 14400.00| 2100.00000 16800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 52000.00000 52000.00| 61001.84000 61001.84| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 7.000 EACH| 460.00000 3220.00| 1355.00000 9485.00| HEADWALL, REMOVE | | | 0005 202-60820 6400.000 m2 | 0.75000 4800.00| 4.00000 25600.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 24.000 EACH| 790.00000 18960.00| 115.00000 2760.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 205-02229 30.000 m | 17.00000 510.00| 16.45000 493.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 211-02060 110.000 m3 | 10.00000 1100.00| 16.40000 1804.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04075 2060.000 Mg | 24.00000 49440.00| 23.00000 47380.00| COMPACTED AGGREGATE, O, 73 | | | 0010 305-05204 1200.000 Mg | 112.00000 134400.00| 136.09000 163308.00| HMA FOR PATCHING | | | 0011 401-05456 12500.000 Mg | 38.00000 475000.00| 45.00000 562500.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , SMA| | | 0012 402-05495 1200.000 Mg | 40.00000 48000.00| 45.00000 54000.00| HMA WEDGE AND LEVEL | | | 0013 405-05517 55.000 Mg | 300.00000 16500.00| 300.00000 16500.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 40.000 Mg | 185.00000 7400.00| 215.00000 8600.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 303 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,757.97 ROUTE : 66 CALL ORDER : 303 CONTRACT ID : RS-25841-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01700 1.000 EACH| 1650.00000 1650.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 23.000 EACH| 2000.00000 46000.00| 2165.00000 49795.00| GUARDRAIL END TREATMENT, OS | | | 0017 610-05527 850.000 Mg | 50.00000 42500.00| 72.00000 61200.00| HMA FOR APPROACHES | | | 0018 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1050.000 m2 | 1.25000 1312.50| 1.15000 1207.50| MULCHED SEEDING, R | | | 0020 715-05019 6.200 m | 1065.00000 6603.00| 479.00000 2969.80| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0021 715-05121 4.000 m | 740.00000 2960.00| 310.69000 1242.76| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0022 715-05125 14.000 m | 875.00000 12250.00| 433.50000 6069.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0023 715-46010 1.000 EACH| 1175.00000 1175.00| 735.00000 735.00| PIPE END SECTION, 450 mm | | | 0024 715-46030 4.000 EACH| 1350.00000 5400.00| 928.00000 3712.00| PIPE END SECTION, 750 mm | | | 0025 715-46040 2.000 EACH| 1650.00000 3300.00| 1498.50000 2997.00| PIPE END SECTION, 900 mm | | | 0026 801-06203 100.000 m | 4.00000 400.00| 1.75000 175.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 1950.000 m | 4.00000 7800.00| 3.25000 6337.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 51.000 EACH| 75.00000 3825.00| 90.00000 4590.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 37000.00000 37000.00| 55000.00000 55000.00| MAINTAINING TRAFFIC | | | 0030 808-06712 2350.000 m | 0.17000 399.50| 0.16000 376.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 38400.000 m | 0.17000 6528.00| 0.16000 6144.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 23900.000 m | 0.17000 4063.00| 0.16000 3824.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75260 30.000 m | 8.50000 255.00| 8.00000 240.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 303 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,757.97 ROUTE : 66 CALL ORDER : 303 CONTRACT ID : RS-25841-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75297 3.100 m | 16.25000 50.38| 16.00000 49.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0035 808-75300 40.000 m | 4.10000 164.00| 4.00000 160.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0036 808-75320 6.000 EACH| 60.00000 360.00| 55.00000 330.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 2.000 EACH| 80.00000 160.00| 78.00000 156.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75996 1350.000 EACH| 3.45000 4657.50| 2.95000 3982.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 1350.000 EACH| 21.50000 29025.00| 21.50000 29025.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,054,217.88| $ 1,228,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,054,217.88| $ 1,228,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,223.82 ROUTE : 6 CALL ORDER : 311 CONTRACT ID : RS-25853-A COUNTIES : ELKHART NOBLE LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2129010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. IRREGULAR BID $ 575,342.15 100.0000% 2 35-1065659 BROOKS CONSTRUCTION AWARD $ 578,696.87 100.5830% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 590,681.00 102.6660% 4 62-1492793 API CONSTRUCTION CORP. $ 611,342.00 106.2571% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 621,882.90 108.0892% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |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 105-01925 9.000 MOS | 600.00000 5400.00| 500.00000 4500.00| 1840.00000 16560.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 28000.00000 28000.00| 28900.00000 28900.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02250 2.000 EACH| 225.00000 450.00| 350.00000 700.00| 250.00000 500.00 TREE, 250 mm, REMOVE | | | 0004 202-02255 1.000 EACH| 400.00000 400.00| 410.00000 410.00| 450.00000 450.00 TREE, 460 mm, REMOVE | | | 0005 202-60820 11750.000 m2 | 1.50000 17625.00| 0.60000 7050.00| 1.80000 21150.00 SURFACE MILLING, ASPHALT | | | 0006 202-93741 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 550.00000 2200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04095 3300.000 Mg | 7.50000 24750.00| 5.51000 18183.00| 12.00000 39600.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 305-05204 500.000 Mg | 110.00000 55000.00| 77.16000 38580.00| 90.00000 45000.00 HMA FOR PATCHING | | | 0009 305-05206 785.000 Mg | 46.00000 36110.00| 55.11000 43261.35| 48.00000 37680.00 WIDENING WITH HMA | | | 0010 401-05456 7900.000 Mg | 34.00000 268600.00| 33.07000 261253.00| 32.70000 258330.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05474 1000.000 Mg | 34.00000 34000.00| 39.68000 39680.00| 35.00000 35000.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 406-05520 23.000 Mg | 200.00000 4600.00| 209.44000 4817.12| 325.00000 7475.00 ASPHALT FOR TACK COAT | | | 0013 601-94689 4.000 EACH| 3300.00000 13200.00| 1985.00000 7940.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,223.82 ROUTE : 6 CALL ORDER : 311 CONTRACT ID : RS-25853-A COUNTIES : ELKHART NOBLE LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-97774 2.000 EACH| 1050.00000 2100.00| 1050.00000 2100.00| 1050.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0015 608-04396 5.000 EACH| 175.00000 875.00| 80.00000 400.00| 240.00000 1200.00 SHOULDER DRAIN | | | 0016 610-05527 330.000 Mg | 68.00000 22440.00| 53.96000 17806.80| 57.20000 18876.00 HMA FOR APPROACHES | | | 0017 615-06527 13.000 EACH| 275.00000 3575.00| 125.00000 1625.00| 350.00000 4550.00 MONUMENT, SECTION CORNER | | | 0018 801-06207 915.000 m | 2.86000 2616.90| 2.56000 2342.40| 0.87000 796.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 34.000 EACH| 70.00000 2380.00| 70.00000 2380.00| 70.00000 2380.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 10000.00000 10000.00| 54027.00000 54027.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0021 808-03631 18000.000 m | 1.25000 22500.00| 1.25000 22500.00| 1.25000 22500.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0022 808-03632 3796.000 m | 1.25000 4745.00| 1.25000 4745.00| 1.25000 4745.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0023 808-04896 1905.000 m | 1.25000 2381.25| 1.25000 2381.25| 1.25000 2381.25 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0024 808-75996 446.000 EACH| 4.50000 2007.00| 3.30000 1471.80| 7.45000 3322.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 447.000 EACH| 21.00000 9387.00| 20.00000 8940.00| 21.00000 9387.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 303-52308 16.600 Mg | 0.00000 0.00| 30.31000 503.15| 30.00000 498.00 COMPACTED AGGREGATE, O, 53 | | | SECTION TOTALS | $ 575,342.15| $ 578,696.87| $ 590,681.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,342.15| $ 578,696.87| $ 590,681.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,223.82 ROUTE : 6 CALL ORDER : 311 CONTRACT ID : RS-25853-A COUNTIES : ELKHART NOBLE LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-1185040 | |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1000.00000 9000.00| 1400.00000 12600.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 35785.00000 35785.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02250 2.000 EACH| 425.00000 850.00| 300.00000 600.00| TREE, 250 mm, REMOVE | | | 0004 202-02255 1.000 EACH| 525.00000 525.00| 500.00000 500.00| TREE, 460 mm, REMOVE | | | 0005 202-60820 11750.000 m2 | 1.00000 11750.00| 2.00000 23500.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 4.000 EACH| 500.00000 2000.00| 575.00000 2300.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04095 3300.000 Mg | 6.00000 19800.00| 13.00000 42900.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 305-05204 500.000 Mg | 90.00000 45000.00| 65.00000 32500.00| HMA FOR PATCHING | | | 0009 305-05206 785.000 Mg | 50.00000 39250.00| 50.00000 39250.00| WIDENING WITH HMA | | | 0010 401-05456 7900.000 Mg | 34.00000 268600.00| 36.75000 290325.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05474 1000.000 Mg | 39.00000 39000.00| 34.00000 34000.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 406-05520 23.000 Mg | 190.00000 4370.00| 250.00000 5750.00| ASPHALT FOR TACK COAT | | | 0013 601-94689 4.000 EACH| 2500.00000 10000.00| 2750.00000 11000.00| GUARDRAIL END TREATMENT, OS | | | 0014 601-97774 2.000 EACH| 700.00000 1400.00| 750.00000 1500.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0015 608-04396 5.000 EACH| 365.00000 1825.00| 300.00000 1500.00| SHOULDER DRAIN | | | 0016 610-05527 330.000 Mg | 85.00000 28050.00| 60.00000 19800.00| HMA FOR APPROACHES | | | 0017 615-06527 13.000 EACH| 325.00000 4225.00| 250.00000 3250.00| MONUMENT, SECTION CORNER | | | 0018 801-06207 915.000 m | 3.00000 2745.00| 1.50000 1372.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 34.000 EACH| 70.00000 2380.00| 75.00000 2550.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,223.82 ROUTE : 6 CALL ORDER : 311 CONTRACT ID : RS-25853-A COUNTIES : ELKHART NOBLE LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-1185040 | |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 45000.00000 45000.00| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | 0021 808-03631 18000.000 m | 1.20000 21600.00| 1.40000 25200.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0022 808-03632 3796.000 m | 1.20000 4555.20| 1.40000 5314.40| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0023 808-04896 1905.000 m | 1.24000 2362.20| 1.40000 2667.00| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0024 808-75996 446.000 EACH| 5.00000 2230.00| 3.00000 1338.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 447.000 EACH| 20.00000 8940.00| 22.00000 9834.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 303-52308 16.600 Mg | 6.00000 99.60| 20.00000 332.00| COMPACTED AGGREGATE, O, 53 | | | SECTION TOTALS | $ 611,342.00| $ 621,882.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 611,342.00| $ 621,882.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 28 CALL ORDER : 321 CONTRACT ID : RS-25883-A COUNTIES : RANDOLPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- ----- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID --------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 665,832.20 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,686,557.57 ROUTE : US 136 CALL ORDER : 331 CONTRACT ID : RS-25959-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 445400E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,077,602.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,330,000.00 112.1485% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1700.00000 10200.00| 2000.00000 12000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 12500.00000 12500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 103800.00000 103800.00| 110732.92000 110732.92| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 10000.000 SYS | 3.00000 30000.00| 3.20000 32000.00| SURFACE MILLING, ASPHALT | | | 0005 213-52830 2.000 CYS | 400.00000 800.00| 230.00000 460.00| FLOWABLE MORTAR | | | 0007 305-05204 900.000 TON | 100.00000 90000.00| 80.00000 72000.00| HMA FOR PATCHING | | | 0008 401-05455 24995.000 TON | 29.00000 724855.00| 30.00000 749850.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 20125.000 TON | 30.00000 603750.00| 35.00000 704375.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 2700.000 TON | 31.00000 83700.00| 40.00000 108000.00| HMA WEDGE AND LEVEL | | | 0011 406-05520 135.000 TON | 205.00000 27675.00| 185.00000 24975.00| ASPHALT FOR TACK COAT | | | 0012 608-04395 5.000 TON | 90.00000 450.00| 230.00000 1150.00| AGGREGATE FOR SHOULDER DRAINS | | | 0013 610-05527 3000.000 TON | 61.00000 183000.00| 80.00000 240000.00| HMA FOR APPROACHES | | | 0014 715-03085 55.000 LFT | 240.00000 13200.00| 240.00000 13200.00| PIPE, POLYETHYLENE LINER, 55 IN. | | | 0015 720-01894 1.000 EACH| 800.00000 800.00| 800.00000 800.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0016 801-06203 8134.000 LFT | 0.30000 2440.20| 0.40000 3253.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,686,557.57 ROUTE : US 136 CALL ORDER : 331 CONTRACT ID : RS-25959-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-06207 8312.000 LFT | 0.95000 7896.40| 1.00000 8312.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 59.000 EACH| 94.00000 5546.00| 98.00000 5782.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 10000.00000 10000.00| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0020 808-04298 2.000 EACH| 320.00000 640.00| 336.00000 672.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0021 808-06711 50.000 LFT | 0.05000 2.50| 0.06000 3.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0022 808-06712 15720.000 LFT | 0.05000 786.00| 0.06000 943.20| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 115920.000 LFT | 0.05000 5796.00| 0.06000 6955.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 70758.000 LFT | 0.05000 3537.90| 0.06000 4245.48| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75297 113.000 LFT | 5.25000 593.25| 5.50000 621.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75996 1766.000 EACH| 3.00000 5298.00| 3.15000 5562.90| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-97323 468.000 LFT | 3.25000 1521.00| 3.40000 1591.20| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0028 303-52308 60.000 TON | 45.00000 2700.00| 40.00000 2400.00| COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0029 303-52308 11355.000 TON | 13.00000 147615.00| 13.00000 147615.00| COMPACTED AGGREGATE, O, 53 FOR SHOULDERS| | | SECTION TOTALS | $ 2,077,602.25| $ 2,330,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,077,602.25| $ 2,330,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,804,904.67 ROUTE : US 231 CALL ORDER : 341 CONTRACT ID : RS-25962-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,535,958.10 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,638,783.51 104.0546% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1500.00000 12000.00| 1223.07000 9784.56| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 126500.00000 126500.00| 60119.21000 60119.21| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 498.000 LFT | 1.73000 861.54| 4.17000 2076.66| GUARDRAIL, REMOVE | | | 0004 202-02270 1.000 EACH| 1000.00000 1000.00| 3619.66000 3619.66| TREE, 60 IN., REMOVE | | | 0005 202-02271 54.000 EACH| 210.00000 11340.00| 256.79000 13866.66| HEADWALL, REMOVE | | | 0006 202-60820 194498.000 SYS | 0.40000 77799.20| 0.19000 36954.62| SURFACE MILLING, ASPHALT | | | 0007 202-91922 1.000 EACH| 500.00000 500.00| 1108.02000 1108.02| STUMP, REMOVE | | | 0008 202-93741 9.000 EACH| 235.00000 2115.00| 107.80000 970.20| GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-96133 70.000 LFT | 26.50000 1855.00| 24.08000 1685.60| PIPE, REMOVE | | | 0010 203-02070 173.000 CYS | 40.00000 6920.00| 36.43000 6302.39| BORROW | | | 0012 305-05204 500.000 TON | 90.00000 45000.00| 106.77000 53385.00| HMA FOR PATCHING | | | 0013 305-05206 7558.000 TON | 40.00000 302320.00| 43.42000 328168.36| WIDENING WITH HMA | | | 0014 401-05455 26434.000 TON | 25.00000 660850.00| 26.89000 710810.26| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 19825.000 TON | 28.00000 555100.00| 29.60000 586820.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 2000.000 TON | 28.00000 56000.00| 30.26000 60520.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,804,904.67 ROUTE : US 231 CALL ORDER : 341 CONTRACT ID : RS-25962-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 405-05517 64.000 TON | 295.00000 18880.00| 276.56000 17699.84| ASPHALT FOR PRIME COAT | | | 0018 406-05520 132.500 TON | 205.00000 27162.50| 160.26000 21234.45| ASPHALT FOR TACK COAT | | | 0019 601-02636 400.000 LFT | 16.00000 6400.00| 16.71000 6684.00| GUARDRAIL, W BEAM, NESTED | | | 0020 601-94689 35.000 EACH| 2250.00000 78750.00| 2241.63000 78457.05| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 3449.000 LFT | 10.00000 34490.00| 8.92000 30765.08| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 608-04395 10.000 TON | 75.00000 750.00| 296.88000 2968.80| AGGREGATE FOR SHOULDER DRAINS | | | 0023 610-05527 2585.000 TON | 49.00000 126665.00| 52.16000 134833.60| HMA FOR APPROACHES | | | 0024 615-06490 7.000 EACH| 103.00000 721.00| 110.74000 775.18| RIGHT OF WAY MARKER | | | 0025 615-06505 15.000 EACH| 467.00000 7005.00| 455.70000 6835.50| MONUMENT, B | | | 0026 715-03476 4.000 EACH| 850.00000 3400.00| 512.80000 2051.20| SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0027 715-03584 18.000 EACH| 555.00000 9990.00| 380.95000 6857.10| SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0028 715-05119 102.000 LFT | 58.00000 5916.00| 46.07000 4699.14| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0029 715-05121 91.000 LFT | 64.00000 5824.00| 48.26000 4391.66| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0030 715-05123 27.000 LFT | 89.00000 2403.00| 46.92000 1266.84| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0031 715-46005 26.000 EACH| 315.00000 8190.00| 295.63000 7686.38| PIPE END SECTION, 15 IN. | | | 0032 715-46010 8.000 EACH| 465.00000 3720.00| 331.09000 2648.72| PIPE END SECTION, 18 IN. | | | 0033 715-46020 5.000 EACH| 600.00000 3000.00| 416.37000 2081.85| PIPE END SECTION, 24 IN. | | | 0034 801-06203 14450.000 LFT | 0.40000 5780.00| 0.56000 8092.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 7225.000 LFT | 1.00000 7225.00| 0.93000 6719.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 38.000 EACH| 91.00000 3458.00| 91.00000 3458.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,804,904.67 ROUTE : US 231 CALL ORDER : 341 CONTRACT ID : RS-25962-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06775 LUMP| 21300.00000 21300.00| 122248.80000 122248.80| MAINTAINING TRAFFIC | | | 0038 808-06712 16608.000 LFT | 0.09000 1494.72| 0.10000 1660.80| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 131555.000 LFT | 0.09000 11839.95| 0.10000 13155.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 21916.000 LFT | 0.09000 1972.44| 0.10000 2191.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75996 1044.000 EACH| 3.00000 3132.00| 2.95000 3079.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 715-05122 6.000 LFT | 72.00000 432.00| 85.54000 513.24| PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0043 715-46015 2.000 EACH| 560.00000 1120.00| 394.25000 788.50| PIPE END SECTION, 21 IN. | | | 0044 303-52308 7881.000 TON | 10.75000 84720.75| 11.01000 86769.81| COMPACTED AGGREGATE, O, 53 , FOR | | | SHOULDERS | | | 0045 303-52308 15838.000 TON | 12.00000 190056.00| 11.49000 181978.62| COMPACTED AGGREGATE, O, 53 , FOR BASE | | | SECTION TOTALS | $ 2,535,958.10| $ 2,638,783.51| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,535,958.10| $ 2,638,783.51| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 345 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 851,703.49 ROUTE : 26 CALL ORDER : 345 CONTRACT ID : RS-25964-A COUNTIES : TIPPECANOE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4479005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 795,904.98 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 920,344.35 115.6349% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1700.00000 13600.00| 1281.76000 10254.08| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 39500.00000 39500.00| 49992.71000 49992.71| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 153.000 LFT | 15.00000 2295.00| 17.38000 2659.14| CURB, CONCRETE, REMOVE | | | 0004 202-60820 62928.000 SYS | 1.50000 94392.00| 2.53000 159207.84| SURFACE MILLING, ASPHALT | | | 0005 303-52308 100.000 TON | 35.00000 3500.00| 39.20000 3920.00| COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0006 305-05204 1712.000 TON | 85.00000 145520.00| 59.14000 101247.68| HMA FOR PATCHING | | | 0007 401-05455 3968.000 TON | 32.00000 126976.00| 42.98000 170544.64| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE FOR BASE | | | 0008 401-05456 4710.000 TON | 40.00000 188400.00| 46.78000 220333.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE , SMA| | | 0009 406-05520 24.500 TON | 205.00000 5022.50| 168.25000 4122.13| ASPHALT FOR TACK COAT | | | 0010 604-91531 52.000 SYS | 50.00000 2600.00| 65.59000 3410.68| SIDEWALK, CONCRETE, 4 IN. | | | 0011 605-06140 306.000 LFT | 15.00000 4590.00| 11.73000 3589.38| CURB AND GUTTER, CONCRETE | | | 0012 610-05527 385.000 TON | 95.00000 36575.00| 147.05000 56614.25| HMA FOR APPROACHES | | | 0013 720-44000 43.000 EACH| 350.00000 15050.00| 540.70000 23250.10| CASTING, ADJUST TO GRADE | | | 0014 801-06203 1546.000 LFT | 0.30000 463.80| 1.25000 1932.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 345 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 851,703.49 ROUTE : 26 CALL ORDER : 345 CONTRACT ID : RS-25964-A COUNTIES : TIPPECANOE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 992.000 LFT | 2.60000 2579.20| 1.05000 1041.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 62.000 EACH| 105.00000 6510.00| 102.00000 6324.00| CONSTRUCTION SIGN, A | | | 0017 801-06710 60.000 DAY | 19.00000 1140.00| 18.00000 1080.00| FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 55000.00000 55000.00| 50732.13000 50732.13| MAINTAINING TRAFFIC | | | 0019 805-78470 11060.000 LFT | 0.20000 2212.00| 0.40000 4424.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78785 2.000 EACH| 400.00000 800.00| 508.00000 1016.00| SIGNAL DETECTOR HOUSING | | | 0021 805-78795 3950.000 LFT | 6.30000 24885.00| 5.35000 21132.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 17.000 EACH| 160.00000 2720.00| 182.00000 3094.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0034 808-96016 852.000 LFT | 1.80000 1533.60| 1.70000 1448.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0036 808-06701 2003.000 LFT | 0.32000 640.96| 0.31000 620.93| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0037 808-06703 3353.000 LFT | 0.32000 1072.96| 0.31000 1039.43| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-75245 5242.000 LFT | 0.32000 1677.44| 0.31000 1625.02| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75240 631.000 LFT | 0.32000 201.92| 0.31000 195.61| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75215 296.000 LFT | 1.90000 562.40| 1.80000 532.80| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0041 808-75290 60.000 LFT | 3.50000 210.00| 3.40000 204.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0042 808-75297 621.000 LFT | 3.60000 2235.60| 3.55000 2204.55| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75320 68.000 EACH| 65.00000 4420.00| 62.50000 4250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 345 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 851,703.49 ROUTE : 26 CALL ORDER : 345 CONTRACT ID : RS-25964-A COUNTIES : TIPPECANOE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 808-75325 31.000 EACH| 90.00000 2790.00| 85.00000 2635.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75340 3.000 EACH| 330.00000 990.00| 310.00000 930.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0046 808-75300 4900.000 LFT | 1.00000 4900.00| 0.90000 4410.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0047 808-92027 283.000 LFT | 1.20000 339.60| 1.15000 325.45| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 795,904.98| $ 920,344.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 795,904.98| $ 920,344.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,066,229.26 ROUTE : 24 CALL ORDER : 401 CONTRACT ID : RS-25968-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/02/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1761008 176100H SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------- -------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- -------- 1 35-1065659 BROOKS CONSTRUCTION $ 3,086,443.76 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,317,029.49 107.4709% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |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 105-01925 9.000 MOS | 1500.00000 13500.00| 2000.00000 18000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 8700.00000 8700.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 154000.00000 154000.00| 165000.00000 165000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 617.500 LFT | 3.60000 2223.00| 3.60000 2223.00| GUARDRAIL, REMOVE | | | 0005 202-60820 205000.000 SYS | 0.45000 92250.00| 0.70000 143500.00| SURFACE MILLING, ASPHALT | | | 0006 202-74045 213.000 EACH| 7.80000 1661.40| 40.00000 8520.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-93741 22.000 EACH| 360.00000 7920.00| 360.00000 7920.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 96.550 STA | 218.00000 21047.90| 500.00000 48275.00| LINEAR GRADING | | | 0009 213-52830 11.400 CYS | 132.00000 1504.80| 108.00000 1231.20| FLOWABLE MORTAR | | | 0010 303-04075 400.000 TON | 34.25000 13700.00| 32.98000 13192.00| COMPACTED AGGREGATE, O, 73 | | | 0011 303-52308 7100.000 TON | 21.00000 149100.00| 14.00000 99400.00| COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 2188.000 TON | 76.00000 166288.00| 75.00000 164100.00| HMA FOR PATCHING | | | 0013 305-05206 12800.000 TON | 26.50000 339200.00| 38.00000 486400.00| WIDENING WITH HMA | | | 0014 305-98794 600.000 TON | 5.00000 3000.00| 18.00000 10800.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,066,229.26 ROUTE : 24 CALL ORDER : 401 CONTRACT ID : RS-25968-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05454 5840.000 TON | 29.00000 169360.00| 32.00000 186880.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0016 401-05456 18120.000 TON | 45.00000 815400.00| 58.00000 1050960.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0017 401-05462 3500.000 TON | 31.00000 108500.00| 35.00000 122500.00| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0018 401-05464 3300.000 TON | 34.00000 112200.00| 36.00000 118800.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0019 401-05467 58900.000 LFT | 0.15000 8835.00| 0.20000 11780.00| MILLED HMA CORRUGATIONS | | | 0020 402-05495 1000.000 TON | 37.50000 37500.00| 26.00000 26000.00| HMA WEDGE AND LEVEL | | | 0021 406-05520 90.000 TON | 240.00000 21600.00| 145.00000 13050.00| ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 1660.00000 1660.00| 1660.00000 1660.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01700 2.000 EACH| 1760.00000 3520.00| 1760.00000 3520.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-06037 1.000 EACH| 560.00000 560.00| 560.00000 560.00| GUARDRAIL END TREATMENT, I | | | 0025 601-94689 23.000 EACH| 2060.00000 47380.00| 2060.00000 47380.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 860.00000 860.00| 860.00000 860.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 3366.250 LFT | 8.60000 28949.75| 8.60000 28949.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-05527 1724.000 TON | 67.00000 115508.00| 51.00000 87924.00| HMA FOR APPROACHES | | | 0029 615-06520 5.000 EACH| 300.00000 1500.00| 175.00000 875.00| MONUMENT, RE-ESTABLISH | | | 0030 616-02320 20.000 SYS | 17.95000 359.00| 2.10000 42.00| GEOTEXTILES | | | 0031 616-06405 20.000 TON | 32.05000 641.00| 35.00000 700.00| RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 775.00000 775.00| 775.00000 775.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.500 TON | 892.00000 1338.00| 892.00000 1338.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,066,229.26 ROUTE : 24 CALL ORDER : 401 CONTRACT ID : RS-25968-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06553 500.000 LBS | 4.70000 2350.00| 4.70000 2350.00| SEED MIXTURE, R | | | 0035 621-06565 6.000 TON | 681.00000 4086.00| 681.00000 4086.00| MULCHING MATERIAL | | | 0036 621-06567 4.000 MG | 2.00000 8.00| 2.00000 8.00| WATER | | | 0037 621-06575 200.000 SYS | 11.74000 2348.00| 11.74000 2348.00| SODDING, NURSERY | | | 0038 715-05119 40.000 LFT | 31.00000 1240.00| 21.00000 840.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0039 715-05151 160.000 LFT | 30.75000 4920.00| 22.00000 3520.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0040 715-05169 96.000 LFT | 27.00000 2592.00| 33.00000 3168.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-05171 50.000 LFT | 28.00000 1400.00| 36.00000 1800.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0042 715-05212 220.000 LFT | 34.00000 7480.00| 45.00000 9900.00| PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0043 715-46005 4.000 EACH| 450.00000 1800.00| 300.00000 1200.00| PIPE END SECTION, 15 IN. | | | 0044 715-46010 2.000 EACH| 475.00000 950.00| 315.00000 630.00| PIPE END SECTION, 18 IN. | | | 0045 716-93857 88.000 LFT | 146.25000 12870.00| 146.25000 12870.00| PIPE, JACKED, 24 IN. | | | 0046 716-96215 70.000 LFT | 108.50000 7595.00| 108.50000 7595.00| PIPE, JACKED, 15 IN. | | | 0047 720-45030 1.000 EACH| 1300.00000 1300.00| 1700.00000 1700.00| INLET, E7 | | | 0048 720-45400 3.000 EACH| 1900.00000 5700.00| 1700.00000 5100.00| MANHOLE, A4 | | | 0049 720-90547 6.000 EACH| 2100.00000 12600.00| 2400.00000 14400.00| CATCH BASIN, A7 | | | 0050 801-06203 8200.000 LFT | 0.16000 1312.00| 0.20000 1640.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 6000.000 LFT | 0.96000 5760.00| 0.83000 4980.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 52.000 EACH| 70.00000 3640.00| 70.00000 3640.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 45.00000 90.00| 45.00000 90.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,066,229.26 ROUTE : 24 CALL ORDER : 401 CONTRACT ID : RS-25968-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 373800.00000 373800.00| 160000.00000 160000.00| MAINTAINING TRAFFIC | | | 0055 802-05701 1791.000 LFT | 7.50000 13432.50| 6.87000 12304.17| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-05702 918.500 LFT | 5.20000 4776.20| 5.77000 5299.75| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0057 802-05706 75.000 LFT | 7.80000 585.00| 6.32000 474.00| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0058 802-76025 585.110 SFT | 9.70000 5675.57| 9.73000 5693.12| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0059 802-76035 605.300 SFT | 10.10000 6113.53| 10.39000 6289.07| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0060 802-76045 177.630 SFT | 14.30000 2540.11| 13.86000 2461.95| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0061 802-76235 6.000 EACH| 120.00000 720.00| 118.05000 708.30| INSTALL OVERHEAD SIGN | | | 0062 804-06771 200.000 EACH| 19.60000 3920.00| 19.60000 3920.00| DELINEATOR POST, FLEXIBLE | | | 0063 805-01843 8.000 EACH| 210.00000 1680.00| 222.37000 1778.96| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0064 805-78470 2500.000 LFT | 0.20000 500.00| 0.49000 1225.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-78795 800.000 LFT | 8.70000 6960.00| 6.81000 5448.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0066 805-92951 8.000 EACH| 200.00000 1600.00| 222.37000 1778.96| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0067 808-03178 6.000 EACH| 160.00000 960.00| 148.00000 888.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0068 808-03179 2.000 EACH| 225.00000 450.00| 160.00000 320.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0069 808-03631 120000.000 LFT | 0.37000 44400.00| 0.38000 45600.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0070 808-03632 30000.000 LFT | 0.37000 11100.00| 0.38000 11400.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,066,229.26 ROUTE : 24 CALL ORDER : 401 CONTRACT ID : RS-25968-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-04896 13000.000 LFT | 0.37000 4810.00| 0.38000 4940.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0072 808-75053 2064.000 LFT | 2.50000 5160.00| 2.55000 5263.20| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0073 808-75067 182.000 LFT | 6.50000 1183.00| 6.95000 1264.90| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75996 990.000 EACH| 3.00000 2970.00| 4.00000 3960.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 990.000 EACH| 21.00000 20790.00| 22.00000 21780.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 805-07182 1.000 EACH| 4800.00000 4800.00| 3404.16000 3404.16| SPEED MONITORING STATION | | | 0078 203-90014 589.600 STA | 60.00000 35376.00| 50.00000 29480.00| LINEAR GRADING , RECYCLED ASPHALT | | | MILLINGS | | | 0079 808-75510 240.000 LFT | 6.50000 1560.00| 5.70000 1368.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | SECTION TOTALS | $ 3,086,443.76| $ 3,317,029.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,086,443.76| $ 3,317,029.49| ====================================================================================================================================