INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,023,647.39 ROUTE : 150 CALL ORDER : 390 CONTRACT ID : RS-25779-A COUNTIES : MARTIN ORANGE LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 02440AH N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 2,421,028.25 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,727,035.40 112.6395% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,798,916.00 115.6085% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 900.00000 10800.00| 1200.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 30000.00000 30000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56900.00000 56900.00| 106209.00000 106209.00| 137500.00000 137500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 875.000 m | 9.50000 8312.50| 9.00000 7875.00| 10.00000 8750.00 GUARDRAIL, REMOVE | | | 0005 202-05677 3.000 EACH| 500.00000 1500.00| 800.00000 2400.00| 1075.00000 3225.00 BARRIER ISLAND, REMOVE | | | 0006 202-60820 2370.000 m2 | 2.90000 6873.00| 5.60000 13272.00| 4.00000 9480.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 1.000 EACH| 150.00000 150.00| 100.00000 100.00| 160.00000 160.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-92431 50.000 Mg | 15.00000 750.00| 10.00000 500.00| 24.00000 1200.00 RIPRAP, REMOVE | | | 0009 202-93741 20.000 EACH| 345.00000 6900.00| 110.00000 2200.00| 550.00000 11000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-99187 120.000 m | 4.50000 540.00| 6.00000 720.00| 10.00000 1200.00 FENCE, FARM FIELD, REMOVE | | | 0012 203-02020 1010.000 m3 | 3.00000 3030.00| 37.00000 37370.00| 18.00000 18180.00 EXCAVATION, UNCLASSIFIED | | | 0013 203-91878 1255.000 m | 18.00000 22590.00| 30.00000 37650.00| 24.00000 30120.00 LINEAR DITCH GRADING | | | 0014 211-02050 30.000 m3 | 22.00000 660.00| 40.00000 1200.00| 19.00000 570.00 B BORROW | | | 0015 211-02060 7.000 m3 | 35.00000 245.00| 40.00000 280.00| 20.00000 140.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,023,647.39 ROUTE : 150 CALL ORDER : 390 CONTRACT ID : RS-25779-A COUNTIES : MARTIN ORANGE LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-52308 9630.000 Mg | 12.50000 120375.00| 15.25000 146857.50| 14.50000 139635.00 COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 2300.000 Mg | 50.00000 115000.00| 69.00000 158700.00| 80.00000 184000.00 HMA FOR PATCHING | | | 0018 401-05455 23000.000 Mg | 26.70000 614100.00| 27.25000 626750.00| 27.85000 640550.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 10400.000 Mg | 28.45000 295880.00| 31.40000 326560.00| 30.60000 318240.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0021 402-05495 11100.000 Mg | 30.00000 333000.00| 31.40000 348540.00| 27.85000 309135.00 HMA WEDGE AND LEVEL | | | 0022 405-05517 41.000 Mg | 260.00000 10660.00| 320.00000 13120.00| 450.00000 18450.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 100.000 Mg | 185.00000 18500.00| 170.00000 17000.00| 200.00000 20000.00 ASPHALT FOR TACK COAT | | | 0024 601-01128 8.000 EACH| 920.00000 7360.00| 980.00000 7840.00| 950.00000 7600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01522 12.000 EACH| 1158.00000 13896.00| 1200.00000 14400.00| 1200.00000 14400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01625 6.000 EACH| 1240.00000 7440.00| 1300.00000 7800.00| 1250.00000 7500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01839 1.000 EACH| 1545.00000 1545.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0028 601-01846 3.000 EACH| 1545.00000 4635.00| 1600.00000 4800.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-01848 6.000 EACH| 1545.00000 9270.00| 1600.00000 9600.00| 1600.00000 9600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0030 601-02103 500.000 m | 39.00000 19500.00| 41.00000 20500.00| 40.00000 20000.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0031 601-02636 68.400 m | 49.00000 3351.60| 52.00000 3556.80| 50.00000 3420.00 GUARDRAIL, W BEAM, NESTED | | | 0032 601-03599 9.000 EACH| 169.00000 1521.00| 180.00000 1620.00| 170.00000 1530.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0033 601-03929 60.000 m | 62.00000 3720.00| 65.00000 3900.00| 63.00000 3780.00 GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,023,647.39 ROUTE : 150 CALL ORDER : 390 CONTRACT ID : RS-25779-A COUNTIES : MARTIN ORANGE LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-06037 5.000 EACH| 615.00000 3075.00| 655.00000 3275.00| 1100.00000 5500.00 GUARDRAIL END TREATMENT, I | | | 0035 601-06038 1.000 EACH| 1235.00000 1235.00| 1300.00000 1300.00| 2450.00000 2450.00 GUARDRAIL END TREATMENT, II | | | 0036 601-06728 15.000 m | 67.00000 1005.00| 70.00000 1050.00| 150.00000 2250.00 GUARDRAIL, WR-BEAM | | | 0037 601-94689 66.000 EACH| 2045.00000 134970.00| 2100.00000 138600.00| 2500.00000 165000.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 4315.400 m | 32.20000 138955.88| 34.00000 146723.60| 32.50000 140250.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 33.200 m | 59.00000 1958.80| 62.00000 2058.40| 60.00000 1992.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0040 603-94217 120.000 m | 12.80000 1536.00| 13.50000 1620.00| 13.00000 1560.00 FENCE, BARBED WIRE, 5 STRAND, 1220 mm | | | 0041 610-05527 1450.000 Mg | 40.00000 58000.00| 58.00000 84100.00| 75.00000 108750.00 HMA FOR APPROACHES | | | 0042 616-02305 18.000 m3 | 195.00000 3510.00| 430.00000 7740.00| 525.00000 9450.00 GABIONS | | | 0043 616-02320 100.000 m2 | 4.00000 400.00| 6.00000 600.00| 3.50000 350.00 GEOTEXTILES | | | 0044 616-06405 9625.000 Mg | 22.00000 211750.00| 18.00000 173250.00| 18.80000 180950.00 RIPRAP, REVETMENT | | | 0045 715-05021 90.000 m | 70.00000 6300.00| 85.00000 7650.00| 155.00000 13950.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 801-06203 2900.000 m | 2.75000 7975.00| 4.00000 11600.00| 2.50000 7250.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 2177.000 m | 2.75000 5986.75| 4.25000 9252.25| 3.20000 6966.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 55.000 EACH| 115.00000 6325.00| 115.00000 6325.00| 185.00000 10175.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 82932.00000 82932.00| 120000.00000 120000.00| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0050 808-06712 6300.000 m | 0.03000 189.00| 0.03000 189.00| 0.06000 378.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 42000.000 m | 0.03000 1260.00| 0.03000 1260.00| 0.06000 2520.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 112025.000 m | 0.03000 3360.75| 0.03000 3360.75| 0.06000 6721.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-75297 17.900 m | 19.35000 346.37| 19.00000 340.10| 29.00000 519.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,023,647.39 ROUTE : 150 CALL ORDER : 390 CONTRACT ID : RS-25779-A COUNTIES : MARTIN ORANGE LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75340 2.000 EACH| 315.00000 630.00| 330.00000 660.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0055 808-75996 1546.000 EACH| 3.10000 4792.60| 2.50000 3865.00| 3.25000 5024.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1556.000 EACH| 19.75000 30731.00| 21.00000 32676.00| 24.00000 37344.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 718-94889 20.000 m3 | 30.00000 600.00| 41.00000 820.00| 185.00000 3700.00 AGGREGATE FOR UNDERDRAINS, 8 | | | SECTION TOTALS | $ 2,421,028.25| $ 2,727,035.40| $ 2,798,916.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,421,028.25| $ 2,727,035.40| $ 2,798,916.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,478.81 ROUTE : 44 CALL ORDER : 400 CONTRACT ID : RS-25787-A COUNTIES : FAYETTE UNION LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4281003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 628,426.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1800.00000 7200.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 4400.00000 4400.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31250.00000 31250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 144382.000 SYS | 0.65000 93848.30| | SURFACE MILLING, ASPHALT | | | 0005 305-05204 40.000 TON | 180.00000 7200.00| | HMA FOR PATCHING | | | 0006 401-05457 11912.000 TON | 35.00000 416920.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 36.400 TON | 185.00000 6734.00| | ASPHALT FOR TACK COAT | | | 0008 801-06203 5410.000 LFT | 0.10000 541.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0009 801-06207 5410.000 LFT | 1.10000 5951.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 43.000 EACH| 60.00000 2580.00| | CONSTRUCTION SIGN, A | | | 0011 801-06710 60.000 DAY | 10.00000 600.00| | FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 7709.20000 7709.20| | MAINTAINING TRAFFIC | | | 0013 808-06712 2650.000 LFT | 0.05000 132.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 108000.000 LFT | 0.05000 5400.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0015 808-06714 68180.000 LFT | 0.05000 3409.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,478.81 ROUTE : 44 CALL ORDER : 400 CONTRACT ID : RS-25787-A COUNTIES : FAYETTE UNION LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-75297 20.000 LFT | 10.50000 210.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75320 2.000 EACH| 80.00000 160.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75340 2.000 EACH| 475.00000 950.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0019 808-75996 1254.000 EACH| 5.00000 6270.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 1254.000 EACH| 21.50000 26961.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 628,426.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 628,426.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,233,549.74 ROUTE : 3 CALL ORDER : 410 CONTRACT ID : RS-25793-A COUNTIES : HENRY RUSH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2010013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,158,182.70 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,220,690.00 105.3970% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,284,712.90 110.9248% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1357381 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |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 5.000 MOS | 2100.00000 10500.00| 1000.00000 5000.00| 1400.00000 7000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 11500.00000 11500.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37250.00000 37250.00| 50000.00000 50000.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 9110.000 SYS | 2.75000 25052.50| 0.95000 8654.50| 1.95000 17764.50 SURFACE MILLING, ASPHALT | | | 0005 303-52308 3142.000 TON | 19.25000 60483.50| 15.50000 48701.00| 18.00000 56556.00 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 40.000 TON | 85.00000 3400.00| 100.00000 4000.00| 165.00000 6600.00 HMA FOR PATCHING | | | 0007 401-05457 24428.000 TON | 36.00000 879408.00| 40.00000 977120.00| 40.15000 980784.20 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0008 406-05520 77.500 TON | 165.00000 12787.50| 170.00000 13175.00| 174.00000 13485.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 960.000 TON | 74.00000 71040.00| 52.00000 49920.00| 71.00000 68160.00 HMA FOR APPROACHES | | | 0010 615-06525 7.000 EACH| 250.00000 1750.00| 300.00000 2100.00| 240.00000 1680.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 720-44000 7.000 EACH| 290.00000 2030.00| 400.00000 2800.00| 270.00000 1890.00 CASTING, ADJUST TO GRADE | | | 0012 801-06207 8570.000 LFT | 1.00000 8570.00| 1.00000 8570.00| 1.30000 11141.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 56.000 EACH| 140.00000 7840.00| 70.00000 3920.00| 86.00000 4816.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,233,549.74 ROUTE : 3 CALL ORDER : 410 CONTRACT ID : RS-25793-A COUNTIES : HENRY RUSH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1357381 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06710 60.000 DAY | 18.00000 1080.00| 16.00000 960.00| 8.00000 480.00 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP| 19500.00000 19500.00| 20000.00000 20000.00| 33875.00000 33875.00 MAINTAINING TRAFFIC | | | 0016 808-06712 16110.000 LFT | 0.04000 644.40| 0.05000 805.50| 0.04000 644.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 177935.000 LFT | 0.04000 7117.40| 0.05000 8896.75| 0.04000 7117.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 60985.000 LFT | 0.04000 2439.40| 0.05000 3049.25| 0.04000 2439.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 76.000 LFT | 7.50000 570.00| 5.50000 418.00| 5.00000 380.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75340 2.000 EACH| 360.00000 720.00| 550.00000 1100.00| 550.00000 1100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,158,182.70| $ 1,220,690.00| $ 1,284,712.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,158,182.70| $ 1,220,690.00| $ 1,284,712.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 228200D 2280026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,529,577.90 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,626,671.05 106.3477% 3 62-1492793 API CONSTRUCTION CORP. $ 1,818,791.20 118.9080% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,214,881.65 144.8034% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. 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| 1075.00000 9675.00| 1175.00000 10575.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 76000.00000 76000.00| 81000.00000 81000.00| 69120.00000 69120.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 646.000 m | 7.65000 4941.90| 7.65000 4941.90| 7.65000 4941.90 GUARDRAIL, REMOVE | | | 0004 202-02271 8.000 EACH| 307.75000 2462.00| 400.00000 3200.00| 100.00000 800.00 HEADWALL, REMOVE | | | 0005 202-60820 77810.000 m2 | 0.43000 33458.30| 0.43000 33458.30| 0.40000 31124.00 SURFACE MILLING, ASPHALT | | | 0006 202-93741 12.000 EACH| 165.00000 1980.00| 165.00000 1980.00| 165.00000 1980.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 202-96133 10.000 m | 116.50000 1165.00| 328.08000 3280.80| 90.00000 900.00 PIPE, REMOVE | | | 0008 303-04075 695.000 Mg | 26.00000 18070.00| 19.84000 13788.80| 18.00000 12510.00 COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 12062.000 Mg | 8.00000 96496.00| 7.72000 93118.64| 8.00000 96496.00 COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 347.000 Mg | 90.00000 31230.00| 86.42000 29987.74| 90.00000 31230.00 HMA FOR PATCHING | | | 0011 401-05454 7015.000 Mg | 26.50000 185897.50| 26.81000 188072.15| 30.00000 210450.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 8000.000 Mg | 31.50000 252000.00| 31.59000 252720.00| 36.00000 288000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-05462 5200.000 Mg | 26.50000 137800.00| 25.61000 133172.00| 31.00000 161200.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05464 6400.000 Mg | 26.50000 169600.00| 28.66000 183424.00| 33.00000 211200.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 401-05467 24250.000 m | 0.68000 16490.00| 0.40000 9700.00| 0.50000 12125.00 MILLED HMA CORRUGATIONS | | | 0016 402-05495 343.000 Mg | 33.15000 11370.45| 33.42000 11463.06| 42.00000 14406.00 HMA WEDGE AND LEVEL | | | 0017 406-05520 60.000 Mg | 160.00000 9600.00| 203.92000 12235.20| 195.00000 11700.00 ASPHALT FOR TACK COAT | | | 0018 601-05071 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0019 601-94689 12.000 EACH| 2200.00000 26400.00| 2200.00000 26400.00| 2200.00000 26400.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 710.000 m | 28.00000 19880.00| 28.00000 19880.00| 28.00000 19880.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 1399.000 Mg | 41.00000 57359.00| 55.16000 77168.84| 68.00000 95132.00 HMA FOR APPROACHES | | | 0022 611-95023 13.000 EACH| 95.00000 1235.00| 95.00000 1235.00| 80.00000 1040.00 MAILBOX ASSEMBLY, RESET | | | 0023 615-06520 14.000 EACH| 125.00000 1750.00| 300.00000 4200.00| 400.00000 5600.00 MONUMENT, RE-ESTABLISH | | | 0024 715-01354 25.000 m | 55.00000 1375.00| 84.06000 2101.50| 58.00000 1450.00 CLEAN EXISTING PIPE | | | 0025 715-04611 8.000 EACH| 362.40000 2899.20| 800.00000 6400.00| 235.00000 1880.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0026 715-05756 24.000 m | 198.25000 4758.00| 290.68000 6976.32| 92.00000 2208.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0027 720-44000 1.000 EACH| 250.00000 250.00| 425.00000 425.00| 245.00000 245.00 CASTING, ADJUST TO GRADE | | | 0028 801-06203 1525.000 m | 2.00000 3050.00| 0.39000 594.75| 1.40000 2135.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0029 801-06207 5015.000 m | 0.50000 2507.50| 0.39000 1955.85| 2.50000 12537.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06640 50.000 EACH| 75.00000 3750.00| 75.00000 3750.00| 65.00000 3250.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 116000.00000 116000.00| 107860.00000 107860.00| 110600.00000 110600.00 MAINTAINING TRAFFIC | | | 0032 802-05704 220.000 m | 20.00000 4400.00| 16.00000 3520.00| 16.00000 3520.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 802-76025 1.400 m2 | 147.50000 206.50| 147.50000 206.50| 147.50000 206.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0034 802-91122 39.000 EACH| 62.00000 2418.00| 52.00000 2028.00| 62.00000 2418.00 SIGN, GROUND MOUNTED, RESET | | | 0035 804-06771 50.000 EACH| 25.00000 1250.00| 20.00000 1000.00| 20.00000 1000.00 DELINEATOR POST, FLEXIBLE | | | 0036 808-06713 24490.000 m | 0.14000 3428.60| 0.14000 3428.60| 0.15000 3673.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-75240 1800.000 m | 0.74000 1332.00| 0.74000 1332.00| 0.75000 1350.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0038 808-75245 17400.000 m | 0.74000 12876.00| 0.74000 12876.00| 0.75000 13050.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0039 808-75297 7.200 m | 9.50000 68.40| 9.50000 68.40| 14.00000 100.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0040 808-75996 1265.000 EACH| 2.25000 2846.25| 2.50000 3162.50| 5.25000 6641.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 1265.000 EACH| 18.50000 23402.50| 18.50000 23402.50| 19.75000 24983.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 401-05459 10304.400 Mg | 17.00000 175174.80| 24.25000 249881.70| 30.00000 309132.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | SECTION TOTALS | $ 1,529,577.90| $ 1,626,671.05| $ 1,818,791.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,529,577.90| $ 1,626,671.05| $ 1,818,791.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |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 | 1600.00000 14400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 84500.00000 84500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 646.000 m | 10.00000 6460.00| | GUARDRAIL, REMOVE | | | 0004 202-02271 8.000 EACH| 250.00000 2000.00| | HEADWALL, REMOVE | | | 0005 202-60820 77810.000 m2 | 0.90000 70029.00| | SURFACE MILLING, ASPHALT | | | 0006 202-93741 12.000 EACH| 360.00000 4320.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 202-96133 10.000 m | 40.00000 400.00| | PIPE, REMOVE | | | 0008 303-04075 695.000 Mg | 12.00000 8340.00| | COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 12062.000 Mg | 21.00000 253302.00| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 347.000 Mg | 80.00000 27760.00| | HMA FOR PATCHING | | | 0011 401-05454 7015.000 Mg | 37.00000 259555.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 8000.000 Mg | 39.00000 312000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-05462 5200.000 Mg | 37.00000 192400.00| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0014 401-05464 6400.000 Mg | 38.00000 243200.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 401-05467 24250.000 m | 0.75000 18187.50| | MILLED HMA CORRUGATIONS | | | 0016 402-05495 343.000 Mg | 50.00000 17150.00| | HMA WEDGE AND LEVEL | | | 0017 406-05520 60.000 Mg | 250.00000 15000.00| | ASPHALT FOR TACK COAT | | | 0018 601-05071 1.000 EACH| 1585.00000 1585.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0019 601-94689 12.000 EACH| 2260.00000 27120.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 710.000 m | 37.00000 26270.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 1399.000 Mg | 80.00000 111920.00| | HMA FOR APPROACHES | | | 0022 611-95023 13.000 EACH| 165.00000 2145.00| | MAILBOX ASSEMBLY, RESET | | | 0023 615-06520 14.000 EACH| 150.00000 2100.00| | MONUMENT, RE-ESTABLISH | | | 0024 715-01354 25.000 m | 50.00000 1250.00| | CLEAN EXISTING PIPE | | | 0025 715-04611 8.000 EACH| 400.00000 3200.00| | SAFETY METAL END SECTION, 4:1, 300 mm | | | 0026 715-05756 24.000 m | 63.00000 1512.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0027 720-44000 1.000 EACH| 500.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0028 801-06203 1525.000 m | 0.63000 960.75| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0029 801-06207 5015.000 m | 0.80000 4012.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06640 50.000 EACH| 75.00000 3750.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 52000.00000 52000.00| | MAINTAINING TRAFFIC | | | 0032 802-05704 220.000 m | 16.21000 3566.20| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0033 802-76025 1.400 m2 | 135.00000 189.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0034 802-91122 39.000 EACH| 180.00000 7020.00| | SIGN, GROUND MOUNTED, RESET | | | 0035 804-06771 50.000 EACH| 34.00000 1700.00| | DELINEATOR POST, FLEXIBLE | | | 0036 808-06713 24490.000 m | 0.14000 3428.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-75240 1800.000 m | 0.74000 1332.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0038 808-75245 17400.000 m | 0.74000 12876.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,022,163.81 ROUTE : US 20 CALL ORDER : 420 CONTRACT ID : RS-25852-A COUNTIES : STEUBEN LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75297 7.200 m | 9.50000 68.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0040 808-75996 1265.000 EACH| 1.90000 2403.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 1265.000 EACH| 18.50000 23402.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 401-05459 10304.400 Mg | 38.00000 391567.20| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | SECTION TOTALS | $ 2,214,881.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,214,881.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,294.58 ROUTE : 26 CALL ORDER : 430 CONTRACT ID : RS-25867-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3434005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 599,170.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 643,878.68 107.4617% 3 35-0524595 MOHR CONSTRUCTION CO $ 665,602.26 111.0873% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0524595 |BROOKS CONSTRUCTION |E & B PAVING, INC. |MOHR CONSTRUCTION CO 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 | 1500.00000 6000.00| 1500.00000 6000.00| 2100.00000 8400.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5150.00000 5150.00| 6000.00000 6000.00| 2700.00000 2700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 32000.00000 32000.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 2.000 EACH| 475.00000 950.00| 720.00000 1440.00| 600.00000 1200.00 TREE, 18 IN., REMOVE | | | 0005 202-02260 3.000 EACH| 950.00000 2850.00| 1000.00000 3000.00| 750.00000 2250.00 TREE, 30 IN., REMOVE | | | 0006 202-02265 4.000 EACH| 1800.00000 7200.00| 1400.00000 5600.00| 1150.00000 4600.00 TREE, 48 IN., REMOVE | | | 0007 202-60820 6641.000 SYS | 2.20000 14610.20| 2.00000 13282.00| 1.25000 8301.25 SURFACE MILLING, ASPHALT | | | 0008 303-52308 1550.000 TON | 14.00000 21700.00| 14.00000 21700.00| 15.00000 23250.00 COMPACTED AGGREGATE, O, 53 | | | 0009 305-05204 20.000 TON | 97.00000 1940.00| 40.00000 800.00| 85.00000 1700.00 HMA FOR PATCHING | | | 0010 305-05206 25.000 TON | 73.50000 1837.50| 90.00000 2250.00| 75.00000 1875.00 WIDENING WITH HMA | | | 0011 401-05457 12665.000 TON | 33.20000 420478.00| 35.34000 447581.10| 40.25000 509766.25 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0012 406-05520 41.000 TON | 160.00000 6560.00| 144.00000 5904.00| 395.00000 16195.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 790.000 TON | 58.00000 45820.00| 70.00000 55300.00| 58.00000 45820.00 HMA FOR APPROACHES | | | 0014 801-06207 4250.000 LFT | 0.92000 3910.00| 0.89000 3782.50| 1.00000 4250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,294.58 ROUTE : 26 CALL ORDER : 430 CONTRACT ID : RS-25867-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0524595 |BROOKS CONSTRUCTION |E & B PAVING, INC. |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 28.000 EACH| 55.00000 1540.00| 60.00000 1680.00| 61.90000 1733.20 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 24000.00000 24000.00| 33000.00000 33000.00| 10400.00000 10400.00 MAINTAINING TRAFFIC | | | 0017 808-06712 10483.000 LFT | 0.05000 524.15| 0.04000 419.32| 0.05000 524.15 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 84400.000 LFT | 0.05000 4220.00| 0.04000 3376.00| 0.05000 4220.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 11669.000 LFT | 0.05000 583.45| 0.04000 466.76| 0.05000 583.45 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 132.000 LFT | 2.25000 297.00| 2.25000 297.00| 2.53000 333.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 599,170.30| $ 643,878.68| $ 665,602.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 599,170.30| $ 643,878.68| $ 665,602.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,336.98 ROUTE : NUS 31 CALL ORDER : 440 CONTRACT ID : RS-25881-A COUNTIES : HOWARD MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 28 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1534021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 469,864.91 100.0000% 2 35-1139301 E & B PAVING, INC. $ 497,995.54 105.9869% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 | |MOHR CONSTRUCTION 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 3.000 MOS | 2400.00000 7200.00| 1600.00000 4800.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 5100.00000 5100.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 24500.00000 24500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 96093.000 SYS | 0.75000 72069.75| 0.82000 78796.26| SURFACE MILLING, ASPHALT | | | 0005 305-05204 141.400 TON | 180.00000 25452.00| 183.00000 25876.20| HMA FOR PATCHING | | | 0006 401-05456 6606.000 TON | 45.00000 297270.00| 44.00000 290664.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 22.100 TON | 375.00000 8287.50| 165.00000 3646.50| ASPHALT FOR TACK COAT | | | 0008 801-06207 3044.000 LFT | 1.00000 3044.00| 2.50000 7610.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 50.000 EACH| 55.00000 2750.00| 95.00000 4750.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 9000.00000 9000.00| 28800.00000 28800.00| MAINTAINING TRAFFIC | | | 0011 805-02328 3400.000 LFT | 0.44000 1496.00| 0.40000 1360.00| SIGNAL CABLE, 1C 14GA. | | | 0012 805-78795 850.000 LFT | 6.50000 5525.00| 5.91000 5023.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-06711 7610.000 LFT | 0.05000 380.50| 0.06000 456.60| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0014 808-06713 29610.000 LFT | 0.05000 1480.50| 0.06000 1776.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,336.98 ROUTE : NUS 31 CALL ORDER : 440 CONTRACT ID : RS-25881-A COUNTIES : HOWARD MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 | |MOHR CONSTRUCTION CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 24798.000 LFT | 0.05000 1239.90| 0.06000 1487.88| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-06723 6.000 EACH| 50.60000 303.60| 62.00000 372.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0017 808-06726 48.000 LFT | 3.47000 166.56| 2.00000 96.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0018 808-75325 6.000 EACH| 72.60000 435.60| 80.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0019 808-75996 380.000 EACH| 3.00000 1140.00| 4.00000 1520.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 380.000 EACH| 19.80000 7524.00| 21.00000 7980.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 469,864.91| $ 497,995.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,864.91| $ 497,995.54| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 202,746.54 ROUTE : SR 38 CALL ORDER : 450 CONTRACT ID : RS-25884-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5229009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 149,890.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 161,105.40 107.4824% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 163,133.09 108.8352% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 175,992.31 117.4143% 5 35-1139301 E & B PAVING, INC. $ 177,511.83 118.4280% ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, 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 | 2200.00000 6600.00| 1604.31000 4812.93| 1534.41000 4603.23 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1785.00000 1785.00| 2139.08000 2139.08| 2000.05000 2000.05 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5977.61000 5977.61| 4955.02000 4955.02| 8141.00000 8141.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 33906.000 SYS | 0.50000 16953.00| 1.12000 37974.72| 0.58000 19665.48 SURFACE MILLING, ASPHALT | | | 0005 305-05204 100.000 TON | 92.00000 9200.00| 122.59000 12259.00| 81.35000 8135.00 HMA FOR PATCHING | | | 0006 401-05456 2331.000 TON | 41.25000 96153.75| 35.23000 82121.13| 45.94000 107086.14 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 7.800 TON | 185.00000 1443.00| 190.80000 1488.24| 201.09000 1568.50 ASPHALT FOR TACK COAT | | | 0008 801-01093 4.000 EACH| 420.00000 1680.00| 427.82000 1711.28| 470.60000 1882.40 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06207 2461.000 LFT | 1.00000 2461.00| 0.80000 1968.80| 0.81000 1993.41 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 27.000 EACH| 57.75000 1559.25| 58.82000 1588.14| 64.71000 1747.17 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 3600.00000 3600.00| 7609.16000 7609.16| 3866.45000 3866.45 MAINTAINING TRAFFIC | | | 0012 808-06712 292.000 LFT | 0.07000 20.44| 0.07000 20.44| 0.08000 23.36 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 202,746.54 ROUTE : SR 38 CALL ORDER : 450 CONTRACT ID : RS-25884-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 808-06713 16825.000 LFT | 0.06000 1009.50| 0.06000 1009.50| 0.06000 1009.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 23446.000 LFT | 0.06000 1406.76| 0.06000 1406.76| 0.06000 1406.76 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0015 808-06726 51.500 LFT | 0.79000 40.69| 0.80000 41.20| 0.09000 4.64 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 149,890.00| $ 161,105.40| $ 163,133.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,890.00| $ 161,105.40| $ 163,133.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 202,746.54 ROUTE : SR 38 CALL ORDER : 450 CONTRACT ID : RS-25884-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|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 3.000 MOS | 1930.53000 5791.59| 2250.00000 6750.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1906.00000 1906.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8702.00000 8702.00| 8875.00000 8875.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 33906.000 SYS | 0.89000 30176.34| 0.50000 16953.00| SURFACE MILLING, ASPHALT | | | 0005 305-05204 100.000 TON | 121.13000 12113.00| 120.00000 12000.00| HMA FOR PATCHING | | | 0006 401-05456 2331.000 TON | 42.00000 97902.00| 44.00000 102564.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 7.800 TON | 201.81000 1574.12| 220.00000 1716.00| ASPHALT FOR TACK COAT | | | 0008 801-01093 4.000 EACH| 422.63000 1690.52| 400.00000 1600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06207 2461.000 LFT | 1.25000 3076.25| 1.65000 4060.65| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 27.000 EACH| 58.11000 1568.97| 50.00000 1350.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 9014.13000 9014.13| 10200.00000 10200.00| MAINTAINING TRAFFIC | | | 0012 808-06712 292.000 LFT | 0.07000 20.44| 17.00000 4964.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06713 16825.000 LFT | 0.06000 1009.50| 0.08000 1346.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 23446.000 LFT | 0.06000 1406.76| 0.08000 1875.68| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0015 808-06726 51.500 LFT | 0.79000 40.69| 5.00000 257.50| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 175,992.31| $ 177,511.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,992.31| $ 177,511.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,085,750.77 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : RS-25887-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1531027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 988,692.63 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 993,900.00 100.5266% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,090,535.87 110.3007% 4 31-4351261 SHELLY & SANDS, INC. $ 1,185,129.81 119.8683% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,198,316.82 121.2021% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2250.00000 9000.00| 2100.00000 8400.00| 2200.00000 8800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 4900.00000 4900.00| 5150.00000 5150.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 31691.66000 31691.66| 53400.00000 53400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 161511.500 SYS | 0.35000 56529.03| 0.37000 59759.26| 0.50000 80755.75 SURFACE MILLING, ASPHALT | | | 0005 305-05204 432.600 TON | 125.00000 54075.00| 120.00000 51912.00| 110.00000 47586.00 HMA FOR PATCHING | | | 0006 401-05456 16400.000 TON | 44.00000 721600.00| 45.00000 738000.00| 47.00000 770800.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0007 406-05520 37.200 TON | 200.00000 7440.00| 185.00000 6882.00| 170.00000 6324.00 ASPHALT FOR TACK COAT | | | 0008 801-01093 4.000 EACH| 450.00000 1800.00| 2570.00000 10280.00| 550.00000 2200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06207 6057.000 LFT | 1.20000 7268.40| 1.00000 6057.00| 0.85000 5148.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 54.000 EACH| 50.00000 2700.00| 58.00000 3132.00| 65.00000 3510.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 25500.00000 25500.00| 20000.00000 20000.00| 47000.00000 47000.00 MAINTAINING TRAFFIC | | | 0012 801-09133 2.000 EACH| 3500.00000 7000.00| 4040.00000 8080.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,085,750.77 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : RS-25887-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 805-02328 4000.000 LFT | 0.43000 1720.00| 0.21000 840.00| 0.45000 1800.00 SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 1000.000 LFT | 6.32000 6320.00| 8.40000 8400.00| 7.00000 7000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06701 15142.000 LFT | 0.25000 3785.50| 0.26000 3936.92| 0.35000 5299.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0016 808-06703 460.000 LFT | 0.25000 115.00| 0.26000 119.60| 0.33000 151.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0017 808-06705 625.000 LFT | 1.10000 687.50| 1.16000 725.00| 0.65000 406.25 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0018 808-06713 60566.000 LFT | 0.05000 3028.30| 0.05000 3028.30| 0.06000 3633.96 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 60566.000 LFT | 0.05000 3028.30| 0.05000 3028.30| 0.06000 3633.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-06726 48.000 LFT | 2.30000 110.40| 2.42000 116.16| 0.80000 38.40 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0021 808-75996 757.000 EACH| 4.60000 3482.20| 5.00000 3785.00| 5.00000 3785.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 757.000 EACH| 19.00000 14383.00| 20.00000 15140.00| 21.00000 15897.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 808-97322 4.000 EACH| 225.00000 900.00| 236.00000 944.00| 220.00000 880.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), 10 | | | FT. HEIGHT | | | 0024 808-97323 1728.000 LFT | 2.50000 4320.00| 2.60000 4492.80| 5.20000 8985.60 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 988,692.63| $ 993,900.00| $ 1,090,535.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 988,692.63| $ 993,900.00| $ 1,090,535.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,085,750.77 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : RS-25887-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1151771 | |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I| 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 | 1500.00000 6000.00| 1928.67000 7714.68| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5231.67000 5231.67| 5878.54000 5878.54| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8215.50000 8215.50| 59000.00000 59000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 161511.500 SYS | 0.83000 134054.55| 0.63000 101752.25| SURFACE MILLING, ASPHALT | | | 0005 305-05204 432.600 TON | 116.00000 50181.60| 138.39000 59867.51| HMA FOR PATCHING | | | 0006 401-05456 16400.000 TON | 52.46000 860344.00| 52.81000 866084.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0007 406-05520 37.200 TON | 190.47000 7085.48| 196.72000 7317.98| ASPHALT FOR TACK COAT | | | 0008 801-01093 4.000 EACH| 2615.84000 10463.36| 527.71000 2110.84| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06207 6057.000 LFT | 1.23000 7450.11| 1.25000 7571.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 54.000 EACH| 58.72000 3170.88| 63.33000 3419.82| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 38870.72000 38870.72| 18745.54000 18745.54| MAINTAINING TRAFFIC | | | 0012 801-09133 2.000 EACH| 4110.60000 8221.20| 3957.82000 7915.64| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0013 805-02328 4000.000 LFT | 0.41000 1640.00| 0.40000 1600.00| SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 1000.000 LFT | 6.41000 6410.00| 6.33000 6330.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06701 15142.000 LFT | 0.27000 4088.34| 0.33000 4996.86| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0016 808-06703 460.000 LFT | 0.27000 124.20| 0.32000 147.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0017 808-06705 625.000 LFT | 1.17000 731.25| 0.63000 393.75| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0018 808-06713 60566.000 LFT | 0.05000 3028.30| 0.05000 3028.30| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,085,750.77 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : RS-25887-A COUNTIES : HAMILTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1151771 | |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06714 60566.000 LFT | 0.05000 3028.30| 0.05000 3028.30| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-06726 48.000 LFT | 2.46000 118.08| 0.79000 37.92| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0021 808-75996 757.000 EACH| 3.31000 2505.67| 4.85000 3671.45| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 757.000 EACH| 24.56000 18591.92| 23.75000 17978.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 808-97322 4.000 EACH| 240.23000 960.92| 211.08000 844.32| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), 10 | | | FT. HEIGHT | | | 0024 808-97323 1728.000 LFT | 2.67000 4613.76| 5.14000 8881.92| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 1,185,129.81| $ 1,198,316.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,185,129.81| $ 1,198,316.82| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,550.56 ROUTE : 9 CALL ORDER : 470 CONTRACT ID : RS-25888-A COUNTIES : SHELBY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1775008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 199,930.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 214,900.00 107.4876% 3 31-4351261 SHELLY & SANDS, INC. $ 264,738.49 132.4155% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 31-4351261 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, 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 3.000 MOS | 2200.00000 6600.00| 1000.00000 3000.00| 1069.34000 3208.02 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1050.00000 1050.00| 1300.00000 1300.00| 1069.34000 1069.34 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9400.00000 9400.00| 10163.39000 10163.39| 3715.65000 3715.65 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 41644.300 SYS | 0.56000 23320.81| 0.65000 27068.80| 1.27000 52888.26 SURFACE MILLING, ASPHALT | | | 0005 305-05204 40.000 TON | 100.00000 4000.00| 110.00000 4400.00| 299.42000 11976.80 HMA FOR PATCHING | | | 0006 401-05457 3435.700 TON | 39.00000 133992.30| 43.00000 147735.10| 45.91000 157732.99 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 9.600 TON | 185.00000 1776.00| 150.00000 1440.00| 190.77000 1831.39 ASPHALT FOR TACK COAT | | | 0008 801-06207 2430.000 LFT | 1.00000 2430.00| 1.50000 3645.00| 1.71000 4155.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 11.000 EACH| 63.00000 693.00| 63.00000 693.00| 64.16000 705.76 CONSTRUCTION SIGN, A | | | 0010 805-02328 1600.000 LFT | 1.05000 1680.00| 0.38000 608.00| 1.07000 1712.00 SIGNAL CABLE, 1C 14GA. | | | 0011 805-78795 400.000 LFT | 5.60000 2240.00| 6.30000 2520.00| 5.67000 2268.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0012 808-06711 3675.000 LFT | 0.08000 294.00| 0.09000 330.75| 0.09000 330.75 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0013 808-06713 14028.000 LFT | 0.06000 841.68| 0.07000 981.96| 0.06000 841.68 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 9600.000 LFT | 0.06000 576.00| 0.07000 672.00| 0.06000 576.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,550.56 ROUTE : 9 CALL ORDER : 470 CONTRACT ID : RS-25888-A COUNTIES : SHELBY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 31-4351261 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06726 180.000 LFT | 0.80000 144.00| 0.80000 144.00| 0.80000 144.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75140 4.000 EACH| 147.00000 588.00| 145.00000 580.00| 149.71000 598.84 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0017 808-75996 184.000 EACH| 5.00000 920.00| 7.00000 1288.00| 12.26000 2255.84 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 184.000 EACH| 26.00000 4784.00| 26.25000 4830.00| 26.73000 4918.32 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0019 801-06775 LUMP| 4600.21000 4600.21| 3500.00000 3500.00| 13809.55000 13809.55 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 199,930.00| $ 214,900.00| $ 264,738.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,930.00| $ 214,900.00| $ 264,738.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,030,213.87 ROUTE : 15 CALL ORDER : 480 CONTRACT ID : RS-25904-A COUNTIES : WABASH LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/02/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1798013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 689,766.41 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 690,620.56 100.1238% 3 35-0997978 PHEND & BROWN, INC. $ 773,292.29 112.1092% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, 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 4.000 MOS | 850.00000 3400.00| 1450.00000 5800.00| 1000.00000 4000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 110-01001 LUMP| 34000.00000 34000.00| 39000.00000 39000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4564.000 SYS | 1.20000 5476.80| 3.15000 14376.60| 2.50000 11410.00 SURFACE MILLING, ASPHALT | | | 0004 202-93741 17.000 EACH| 450.00000 7650.00| 175.00000 2975.00| 350.00000 5950.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 203-02080 0.160 MILE| 22650.00000 3624.00| 74000.00000 11840.00| 15000.00000 2400.00 LINEAR GRADING | | | 0006 303-04075 3336.000 TON | 11.50000 38364.00| 12.50000 41700.00| 15.00000 50040.00 COMPACTED AGGREGATE, O, 73 | | | 0007 303-52308 35.500 TON | 20.00000 710.00| 40.00000 1420.00| 24.00000 852.00 COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 2250.000 TON | 51.00000 114750.00| 35.00000 78750.00| 43.00000 96750.00 HMA FOR PATCHING | | | 0009 305-05206 1788.000 TON | 33.00000 59004.00| 20.00000 35760.00| 33.00000 59004.00 WIDENING WITH HMA | | | 0010 401-05456 11131.165 TON | 24.00000 267147.96| 27.00000 300541.46| 29.00000 322803.79 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0011 406-05520 30.660 TON | 127.20000 3899.95| 200.00000 6132.00| 165.00000 5058.90 ASPHALT FOR TACK COAT | | | 0012 601-94689 17.000 EACH| 2350.00000 39950.00| 2275.00000 38675.00| 2275.00000 38675.00 GUARDRAIL END TREATMENT, OS | | | 0014 605-94811 1.000 EACH| 200.00000 200.00| 380.00000 380.00| 400.00000 400.00 CURB TURNOUT | | | 0015 608-04396 10.000 EACH| 103.68000 1036.80| 65.00000 650.00| 210.00000 2100.00 SHOULDER DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,030,213.87 ROUTE : 15 CALL ORDER : 480 CONTRACT ID : RS-25904-A COUNTIES : WABASH LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 1555.000 TON | 42.00000 65310.00| 42.00000 65310.00| 57.00000 88635.00 HMA FOR APPROACHES | | | 0017 615-06527 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 420.00000 3360.00 MONUMENT, SECTION CORNER | | | 0018 801-06203 3865.000 LFT | 0.19000 734.35| 0.01000 38.65| 0.28000 1082.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 3865.000 LFT | 0.85000 3285.25| 0.78000 3014.70| 1.00000 3865.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 36.000 EACH| 82.00000 2952.00| 74.00000 2664.00| 82.00000 2952.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 12250.00000 12250.00| 11000.00000 11000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0022 802-91122 1.000 EACH| 100.00000 100.00| 70.00000 70.00| 65.00000 65.00 SIGN, GROUND MOUNTED, RESET | | | 0023 804-04435 1.000 EACH| 1.00000 1.00| 24.00000 24.00| 20.00000 20.00 DELINEATOR POST, REMOVE | | | 0024 808-06705 611.000 LFT | 0.95000 580.45| 1.00000 611.00| 0.95000 580.45 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0025 808-06713 77400.000 LFT | 0.04000 3096.00| 0.05000 3870.00| 0.04000 3096.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75215 397.000 LFT | 1.40000 555.80| 1.50000 595.50| 1.40000 555.80 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0027 808-75240 2255.000 LFT | 0.23000 518.65| 0.28000 631.40| 0.23000 518.65 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 10325.000 LFT | 0.23000 2374.75| 0.28000 2891.00| 0.23000 2374.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75297 30.000 LFT | 2.95000 88.50| 3.50000 105.00| 2.95000 88.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 495.000 EACH| 3.40000 1683.00| 2.70000 1336.50| 3.50000 1732.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 495.000 EACH| 18.45000 9132.75| 19.25000 9528.75| 18.45000 9132.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 805-96014 1250.000 LFT | 2.00000 2500.00| 1.00000 1250.00| 2.80000 3500.00 SAW CUT, FULL DEPTH | | | 0033 605-06140 260.000 LFT | 13.04000 3390.40| 28.00000 7280.00| 16.50000 4290.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,030,213.87 ROUTE : 15 CALL ORDER : 480 CONTRACT ID : RS-25904-A COUNTIES : WABASH LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 689,766.41| $ 690,620.56| $ 773,292.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 689,766.41| $ 690,620.56| $ 773,292.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 40 CALL ORDER : 490 CONTRACT ID : RS-25953-A COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/20/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,751,167.74 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,973,453.24 ROUTE : 71 CALL ORDER : 500 CONTRACT ID : RS-25954-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/16/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3983000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,723,413.10 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 1,950,625.06 113.1838% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1111003 | |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, 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 6.000 MOS | 1800.00000 10800.00| 1500.00000 9000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 86165.00000 86165.00| 90000.00000 90000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 564.000 LFT | 3.70000 2086.80| 3.90000 2199.60| GUARDRAIL, REMOVE | | | 0005 202-02245 3.000 EACH| 350.00000 1050.00| 225.00000 675.00| TREE, 6 IN., REMOVE | | | 0006 202-02255 3.000 EACH| 550.00000 1650.00| 700.00000 2100.00| TREE, 18 IN., REMOVE | | | 0007 202-02278 100.000 LFT | 14.00000 1400.00| 9.00000 900.00| CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 5000.00000 5000.00| 3700.00000 3700.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 13500.000 SYS | 1.80000 24300.00| 2.00000 27000.00| SURFACE MILLING, ASPHALT | | | 0010 202-91922 6.000 EACH| 325.00000 1950.00| 200.00000 1200.00| STUMP, REMOVE | | | 0011 203-02000 130.000 CYS | 30.00000 3900.00| 26.00000 3380.00| EXCAVATION, COMMON | | | 0012 203-02070 400.000 CYS | 35.00000 14000.00| 34.00000 13600.00| BORROW | | | 0013 211-02060 50.000 CYS | 5.00000 250.00| 52.00000 2600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 2200.000 TON | 18.00000 39600.00| 15.00000 33000.00| COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 500.000 TON | 125.00000 62500.00| 155.00000 77500.00| HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,973,453.24 ROUTE : 71 CALL ORDER : 500 CONTRACT ID : RS-25954-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1111003 | |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 305-05206 30.000 TON | 175.00000 5250.00| 150.00000 4500.00| WIDENING WITH HMA | | | 0017 401-05455 16000.000 TON | 32.00000 512000.00| 37.00000 592000.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0018 401-05456 13000.000 TON | 33.00000 429000.00| 38.50000 500500.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0019 402-05495 3200.000 TON | 32.00000 102400.00| 41.50000 132800.00| HMA WEDGE AND LEVEL | | | 0020 405-05517 0.500 TON | 300.00000 150.00| 1200.00000 600.00| ASPHALT FOR PRIME COAT | | | 0021 406-05520 75.000 TON | 210.00000 15750.00| 260.00000 19500.00| ASPHALT FOR TACK COAT | | | 0022 601-02636 500.000 LFT | 21.50000 10750.00| 22.95000 11475.00| GUARDRAIL, W BEAM, NESTED | | | 0023 601-06037 3.000 EACH| 955.00000 2865.00| 600.00000 1800.00| GUARDRAIL END TREATMENT, I | | | 0024 601-94689 19.000 EACH| 2400.00000 45600.00| 2150.00000 40850.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 2140.000 LFT | 9.00000 19260.00| 9.50000 20330.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 605-06120 100.000 LFT | 37.00000 3700.00| 35.00000 3500.00| CURB, CONCRETE | | | 0027 608-04395 10.000 TON | 250.00000 2500.00| 300.00000 3000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0028 610-05527 1370.000 TON | 75.00000 102750.00| 70.00000 95900.00| HMA FOR APPROACHES | | | 0029 615-06505 8.000 EACH| 420.00000 3360.00| 685.00000 5480.00| MONUMENT, B | | | 0030 616-02320 490.000 SYS | 0.90000 441.00| 3.30000 1617.00| GEOTEXTILES | | | 0031 616-05689 320.000 TON | 50.00000 16000.00| 48.00000 15360.00| RIPRAP, CLASS 2 | | | 0032 616-06405 300.000 TON | 41.00000 12300.00| 26.00000 7800.00| RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1500.000 SYS | 1.10000 1650.00| 1.25000 1875.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,973,453.24 ROUTE : 71 CALL ORDER : 500 CONTRACT ID : RS-25954-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1111003 | |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 714-26702 56.000 LFT | 450.00000 25200.00| 600.00000 33600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0036 715-02840 86.000 LFT | 120.00000 10320.00| 138.00000 11868.00| PIPE, POLYETHYLENE LINER, 30 IN. | | | 0037 715-02979 112.000 LFT | 72.00000 8064.00| 89.00000 9968.00| PIPE, POLYETHYLENE LINER, 12 IN. | | | 0038 715-05121 8.000 LFT | 175.00000 1400.00| 150.00000 1200.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0039 715-06063 245.000 LFT | 75.00000 18375.00| 89.00000 21805.00| PIPE, POLYETHYLENE LINER, 22 IN. | | | 0040 715-06666 36.000 LFT | 175.00000 6300.00| 259.00000 9324.00| PIPE, POLYETHYLENE LINER, 27 IN. | | | 0041 715-96914 46.000 LFT | 200.00000 9200.00| 270.00000 12420.00| PIPE, POLYETHYLENE LINER, 42 IN. | | | 0042 801-03290 1.000 EACH| 200.00000 200.00| 205.00000 205.00| CONSTRUCTION SIGN, C | | | 0043 801-04308 5.000 EACH| 215.00000 1075.00| 225.00000 1125.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06203 5100.000 LFT | 0.50000 2550.00| 0.50000 2550.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 5100.000 LFT | 1.75000 8925.00| 1.50000 7650.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06605 4.000 EACH| 75.00000 300.00| 80.00000 320.00| BARRICADE, IIIA | | | 0047 801-06606 4.000 EACH| 85.00000 340.00| 95.00000 380.00| BARRICADE, IIIB | | | 0048 801-06625 22.000 EACH| 90.00000 1980.00| 97.00000 2134.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 45.000 EACH| 150.00000 6750.00| 150.00000 6750.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 10.000 EACH| 50.00000 500.00| 55.00000 550.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 41300.00000 41300.00| 67000.00000 67000.00| MAINTAINING TRAFFIC | | | 0052 808-04298 2.000 EACH| 360.00000 720.00| 375.00000 750.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0053 808-06712 4862.000 LFT | 0.15000 729.30| 0.13000 632.06| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,973,453.24 ROUTE : 71 CALL ORDER : 500 CONTRACT ID : RS-25954-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1111003 | |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 95190.000 LFT | 0.15000 14278.50| 0.13000 12374.70| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 63790.000 LFT | 0.15000 9568.50| 0.13000 8292.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-75297 150.000 LFT | 5.40000 810.00| 5.75000 862.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0057 808-75996 850.000 EACH| 4.00000 3400.00| 3.85000 3272.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,723,413.10| $ 1,950,625.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,723,413.10| $ 1,950,625.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,665.67 ROUTE : SR 42 CALL ORDER : 510 CONTRACT ID : RS-25955-A COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/25/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4884002 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 370,190.45 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1617.00000 9702.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1047.48000 1047.48| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18400.00000 18400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 33105.000 SYS | 1.35000 44691.75| | SURFACE MILLING, ASPHALT | | | 0005 202-94749 908.000 LFT | 12.21000 11086.68| | CURB, ASPHALT, REMOVE | | | 0006 202-96133 103.000 LFT | 92.47000 9524.41| | PIPE, REMOVE | | | 0007 203-02000 76.000 CYS | 20.44000 1553.44| | EXCAVATION, COMMON | | | 0008 203-02070 51.000 CYS | 34.74000 1771.74| | BORROW | | | 0009 303-52308 225.000 TON | 20.65000 4646.25| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 100.000 TON | 146.08000 14608.00| | HMA FOR PATCHING | | | 0011 305-05206 185.000 TON | 89.74000 16601.90| | WIDENING WITH HMA | | | 0012 401-05456 2930.000 TON | 39.64000 116145.20| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 200.000 TON | 62.76000 12552.00| | HMA WEDGE AND LEVEL | | | 0014 405-05517 0.750 TON | 769.08000 576.81| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,665.67 ROUTE : SR 42 CALL ORDER : 510 CONTRACT ID : RS-25955-A COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 13.600 TON | 210.00000 2856.00| | ASPHALT FOR TACK COAT | | | 0016 605-06120 908.000 LFT | 43.32000 39334.56| | CURB, CONCRETE | | | 0017 608-04395 5.000 TON | 64.76000 323.80| | AGGREGATE FOR SHOULDER DRAINS | | | 0018 608-04396 3.000 EACH| 135.48000 406.44| | SHOULDER DRAIN | | | 0019 610-05527 214.000 TON | 90.90000 19452.60| | HMA FOR APPROACHES | | | 0020 616-02320 301.000 SYS | 2.53000 761.53| | GEOTEXTILES | | | 0021 621-01004 1.000 EACH| 100.00000 100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 250.000 SYS | 1.64000 410.00| | MULCHED SEEDING, R | | | 0023 621-93582 17.000 CYS | 180.56000 3069.52| | MULCH, STONE #5 WASHED GRAVEL | | | 0024 715-05119 25.000 LFT | 69.03000 1725.75| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 715-05121 14.000 LFT | 64.04000 896.56| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0026 715-05123 74.000 LFT | 133.06000 9846.44| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0027 715-26769 1.000 EACH| 5150.83000 5150.83| | GRATED BOX END SECTION, I, 2:1, 24 IN. | | | 0028 715-46010 1.000 EACH| 465.73000 465.73| | PIPE END SECTION, 18 IN. | | | 0029 720-03481 1.000 EACH| 2084.10000 2084.10| | MANHOLE, H4, MODIFIED | | | 0030 720-45030 1.000 EACH| 1542.66000 1542.66| | INLET, E7 | | | 0031 801-06203 2500.000 LFT | 0.36000 900.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 2000.000 LFT | 1.14000 2280.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 19.000 EACH| 136.40000 2591.60| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 4820.76000 4820.76| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,665.67 ROUTE : SR 42 CALL ORDER : 510 CONTRACT ID : RS-25955-A COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06712 3690.000 LFT | 0.16000 590.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0036 808-06713 24550.000 LFT | 0.16000 3928.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 4800.000 LFT | 0.16000 768.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-75256 472.000 LFT | 1.49000 703.28| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0039 808-75272 75.000 LFT | 4.40000 330.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0040 808-75297 60.000 LFT | 4.40000 264.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0041 808-75320 2.000 EACH| 71.50000 143.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0042 808-75325 1.000 EACH| 99.00000 99.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0043 808-75996 191.000 EACH| 7.53000 1438.23| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 370,190.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,190.45| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,326.24 ROUTE : US 231 CALL ORDER : 520 CONTRACT ID : RS-25956-A COUNTIES : PUTNAM LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0813021 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 389,000.00 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 430,119.90 110.5706% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-2126716 | |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND STORM SEWER REPAIR | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1617.00000 9702.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3300.00000 3300.00| 6687.22000 6687.22| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17886.45000 17886.45| 20815.00000 20815.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 50.000 SYS | 25.00000 1250.00| 26.25000 1312.50| PAVEMENT, REMOVE | | | 0005 202-02278 20.000 LFT | 8.00000 160.00| 52.50000 1050.00| CURB, CONCRETE, REMOVE | | | 0006 202-02279 85.000 LFT | 8.00000 680.00| 26.25000 2231.25| CURB AND GUTTER, REMOVE | | | 0007 202-02286 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| PRESENT STRUCTURE, REMOVE , EXISTING | | | INLET STRUCTURE REMOVAL | | | 0008 202-52710 11.000 SYS | 25.00000 275.00| 47.25000 519.75| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 37700.000 SYS | 1.00000 37700.00| 1.16000 43732.00| SURFACE MILLING, ASPHALT | | | 0010 211-02060 400.000 CYS | 20.00000 8000.00| 18.90000 7560.00| B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 1.500 CYS | 150.00000 225.00| 315.00000 472.50| FLOWABLE MORTAR | | | 0012 305-05204 100.000 TON | 95.00000 9500.00| 131.06000 13106.00| HMA FOR PATCHING | | | 0013 401-05456 2900.000 TON | 49.00000 142100.00| 54.39000 157731.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,326.24 ROUTE : US 231 CALL ORDER : 520 CONTRACT ID : RS-25956-A COUNTIES : PUTNAM LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-2126716 | |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05495 200.000 TON | 44.00000 8800.00| 58.91000 11782.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 9.000 TON | 185.00000 1665.00| 221.85000 1996.65| ASPHALT FOR TACK COAT | | | 0016 604-06069 29.000 SYS | 110.00000 3190.00| 40.06000 1161.74| CURB RAMP, CONCRETE | | | 0017 604-06070 8.330 SYS | 110.00000 916.30| 65.55000 546.03| SIDEWALK, CONCRETE | | | 0018 605-06120 20.000 LFT | 40.00000 800.00| 31.52000 630.40| CURB, CONCRETE | | | 0019 605-06140 85.000 LFT | 40.00000 3400.00| 37.65000 3200.25| CURB AND GUTTER, CONCRETE | | | 0020 610-05527 250.000 TON | 78.00000 19500.00| 180.29000 45072.50| HMA FOR APPROACHES | | | 0021 612-04315 25.000 TON | 705.00000 17625.00| 740.25000 18506.25| ASPHALT MATERIAL FOR UNDERSEAL | | | 0022 612-60410 415.000 EACH| 8.90000 3693.50| 9.35000 3880.25| DRILLED HOLE FOR UNDERSEAL | | | 0023 621-06574 10.000 SYS | 145.00000 1450.00| 73.50000 735.00| SODDING | | | 0024 715-05119 600.000 LFT | 45.00000 27000.00| 26.25000 15750.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 720-03481 2.000 EACH| 3300.00000 6600.00| 1050.00000 2100.00| MANHOLE, H4, MODIFIED | | | 0026 720-45045 1.000 EACH| 1500.00000 1500.00| 840.00000 840.00| INLET, J10 | | | 0027 720-45230 1.000 EACH| 1500.00000 1500.00| 735.00000 735.00| CATCH BASIN, D6 | | | 0028 720-45251 1.000 EACH| 1500.00000 1500.00| 945.00000 945.00| CATCH BASIN, K10, MODIFIED | | | 0029 801-04308 8.000 EACH| 300.00000 2400.00| 192.50000 1540.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0030 801-06203 854.000 LFT | 0.95000 811.30| 1.24000 1058.96| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 854.000 LFT | 0.95000 811.30| 1.16000 990.64| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06605 7.000 EACH| 115.50000 808.50| 94.50000 661.50| BARRICADE, IIIA | | | 0033 801-06640 43.000 EACH| 131.00000 5633.00| 99.00000 4257.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,326.24 ROUTE : US 231 CALL ORDER : 520 CONTRACT ID : RS-25956-A COUNTIES : PUTNAM LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-2126716 | |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 8000.00000 8000.00| 8849.44000 8849.44| MAINTAINING TRAFFIC | | | 0035 805-02503 1100.000 LFT | 1.05000 1155.00| 1.05000 1155.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78785 4.000 EACH| 557.00000 2228.00| 557.55000 2230.20| SIGNAL DETECTOR HOUSING | | | 0037 805-78795 375.000 LFT | 6.09000 2283.75| 11.01000 4128.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 808-03631 1871.000 LFT | 0.79000 1478.09| 0.79000 1478.09| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0039 808-03632 12299.000 LFT | 0.79000 9716.21| 0.79000 9716.21| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0040 808-04896 320.000 LFT | 0.79000 252.80| 0.79000 252.80| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0041 808-06194 100.000 LFT | 6.25000 625.00| 6.25000 625.00| LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0042 808-74805 302.000 LFT | 9.40000 2838.80| 9.40000 2838.80| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0043 808-74807 8.000 EACH| 205.00000 1640.00| 204.75000 1638.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0044 808-74808 6.000 EACH| 236.00000 1416.00| 236.25000 1417.50| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0045 808-74809 2.000 EACH| 835.00000 1670.00| 834.75000 1669.50| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0046 808-75996 201.000 EACH| 7.00000 1407.00| 7.30000 1467.30| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-94455 1602.000 LFT | 4.50000 7209.00| 4.46000 7144.92| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | SECTION TOTALS | $ 389,000.00| $ 430,119.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,000.00| $ 430,119.90| ====================================================================================================================================