INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,680,251.85 ROUTE : 31 CALL ORDER : 220 CONTRACT ID : RS-24250-A COUNTIES : JOHNSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4341005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,256,700.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,430,560.10 105.3385% 3 35-1139301 E & B PAVING, INC. $ 3,717,685.45 114.1549% 4 31-4351261 SHELLY & SANDS, INC. $ 3,829,311.06 117.5825% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 3,895,200.00 119.6057% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |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 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| 2000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 100000.00000 100000.00| 170000.00000 170000.00| 185000.00000 185000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 547.000 m | 10.00000 5470.00| 12.00000 6564.00| 10.00000 5470.00 GUARDRAIL, REMOVE | | | 0004 202-60820 254980.290 m2 | 0.24000 61195.27| 0.10000 25498.03| 0.35000 89243.10 SURFACE MILLING, ASPHALT | | | 0005 305-05204 171.288 Mg | 80.00000 13703.04| 150.00000 25693.20| 150.00000 25693.20 HMA FOR PATCHING | | | 0006 305-05731 8508.492 Mg | 34.00000 289288.73| 34.00000 289288.73| 36.00000 306305.71 WIDENING WITH QC/QA HMA | | | 0008 401-05456 22668.727 Mg | 36.00000 816074.17| 38.00000 861411.63| 44.00000 997423.99 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 401-06264 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0010 406-05520 288.354 Mg | 100.00000 28835.40| 185.00000 53345.49| 173.00000 49885.24 ASPHALT FOR TACK COAT | | | 0011 601-94689 12.000 EACH| 3000.00000 36000.00| 2500.00000 30000.00| 2190.00000 26280.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 547.000 m | 34.00000 18598.00| 39.00000 21333.00| 34.00000 18598.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 720-44000 10.000 EACH| 175.00000 1750.00| 450.00000 4500.00| 415.00000 4150.00 CASTING, ADJUST TO GRADE | | | 0014 801-06640 124.000 EACH| 55.00000 6820.00| 60.00000 7440.00| 90.00000 11160.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,680,251.85 ROUTE : 31 CALL ORDER : 220 CONTRACT ID : RS-24250-A COUNTIES : JOHNSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 52696.56000 52696.56| 125000.00000 125000.00| 57000.00000 57000.00 MAINTAINING TRAFFIC | | | 0016 805-01836 348.000 m | 2.40000 835.20| 2.25000 783.00| 4.50000 1566.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0017 805-02503 3480.000 m | 1.70000 5916.00| 0.95000 3306.00| 3.00000 10440.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0018 805-78795 870.000 m | 20.50000 17835.00| 32.00000 27840.00| 16.50000 14355.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0019 805-92951 39.000 EACH| 170.00000 6630.00| 230.00000 8970.00| 65.00000 2535.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-74815 40.000 m | 4.00000 160.00| 4.50000 180.00| 6.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0024 808-75297 479.200 m | 8.00000 3833.60| 9.00000 4312.80| 10.00000 4792.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75320 83.000 EACH| 50.00000 4150.00| 55.00000 4565.00| 40.00000 3320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 43.000 EACH| 70.00000 3010.00| 75.00000 3225.00| 50.00000 2150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75996 1063.000 EACH| 3.00000 3189.00| 3.00000 3189.00| 3.15000 3348.45 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 1063.000 EACH| 22.00000 23386.00| 24.00000 25512.00| 20.00000 21260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0029 401-05454 49871.199 Mg | 27.50000 1371457.97| 27.00000 1346522.37| 29.00000 1446264.77 QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0030 801-06710 130.000 DAY | 15.00000 1950.00| 25.00000 3250.00| 13.00000 1690.00 FLASHING ARROW SIGN | | | 0031 610-05527 2809.801 Mg | 60.00000 168588.06| 50.00000 140490.05| 65.00000 182637.07 HMA FOR APPROACHES | | | 0032 303-52308 14868.000 Mg | 10.00000 148680.00| 10.00000 148680.00| 12.00000 178416.00 COMPACTED AGGREGATE, O, 53 | | | 0033 801-06207 6960.000 m | 2.50000 17400.00| 3.30000 22968.00| 2.33000 16216.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0034 808-06701 2212.000 m | 1.00000 2212.00| 1.20000 2654.40| 1.00000 2212.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,680,251.85 ROUTE : 31 CALL ORDER : 220 CONTRACT ID : RS-24250-A COUNTIES : JOHNSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06703 28538.000 m | 0.75000 21403.50| 0.80000 22830.40| 0.69000 19691.22 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-75245 21510.000 m | 0.75000 16132.50| 0.80000 17208.00| 0.69000 14841.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 3,256,700.00| $ 3,430,560.10| $ 3,717,685.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,256,700.00| $ 3,430,560.10| $ 3,717,685.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,680,251.85 ROUTE : 31 CALL ORDER : 220 CONTRACT ID : RS-24250-A COUNTIES : JOHNSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 | |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 266.86000 1601.16| 2000.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 25698.93000 25698.93| 232000.00000 232000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 547.000 m | 7.26000 3971.22| 7.00000 3829.00| GUARDRAIL, REMOVE | | | 0004 202-60820 254980.290 m2 | 0.72000 183585.81| 0.10000 25498.03| SURFACE MILLING, ASPHALT | | | 0005 305-05204 171.288 Mg | 233.08000 39923.81| 95.00000 16272.36| HMA FOR PATCHING | | | 0006 305-05731 8508.492 Mg | 32.89000 279844.30| 37.10000 315665.05| WIDENING WITH QC/QA HMA | | | 0008 401-05456 22668.727 Mg | 44.63000 1011705.29| 48.50000 1099433.26| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 401-06264 LUMP| 21349.07000 21349.07| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0010 406-05520 288.354 Mg | 181.87000 52442.94| 185.00000 53345.49| ASPHALT FOR TACK COAT | | | 0011 601-94689 12.000 EACH| 2359.07000 28308.84| 2300.00000 27600.00| GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 547.000 m | 32.02000 17514.94| 31.50000 17230.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 720-44000 10.000 EACH| 476.09000 4760.90| 300.00000 3000.00| CASTING, ADJUST TO GRADE | | | 0014 801-06640 124.000 EACH| 57.64000 7147.36| 57.00000 7068.00| CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 63813.59000 63813.59| 109999.69000 109999.69| MAINTAINING TRAFFIC | | | 0016 805-01836 348.000 m | 2.35000 817.80| 4.75000 1653.00| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0017 805-02503 3480.000 m | 1.47000 5115.60| 3.15000 10962.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0018 805-78795 870.000 m | 22.95000 19966.50| 17.50000 15225.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0019 805-92951 39.000 EACH| 170.79000 6660.81| 69.00000 2691.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-74815 40.000 m | 4.16000 166.40| 4.15000 166.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,680,251.85 ROUTE : 31 CALL ORDER : 220 CONTRACT ID : RS-24250-A COUNTIES : JOHNSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 | |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 808-75297 479.200 m | 8.27000 3962.98| 8.15000 3905.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75320 83.000 EACH| 52.31000 4341.73| 50.00000 4150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 43.000 EACH| 71.52000 3075.36| 71.00000 3053.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75996 1063.000 EACH| 2.67000 2838.21| 2.65000 2816.95| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 1063.000 EACH| 22.42000 23832.46| 22.25000 23651.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0029 401-05454 49871.199 Mg | 31.27000 1559472.39| 32.75000 1633281.77| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0030 801-06710 130.000 DAY | 26.69000 3469.70| 15.00000 1950.00| FLASHING ARROW SIGN | | | 0031 610-05527 2809.801 Mg | 68.54000 192583.76| 67.00000 188256.67| HMA FOR APPROACHES | | | 0032 303-52308 14868.000 Mg | 13.91000 206813.88| 1.00000 14868.00| COMPACTED AGGREGATE, O, 53 | | | 0033 801-06207 6960.000 m | 2.12000 14755.20| 3.00000 20880.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0034 808-06701 2212.000 m | 1.01000 2234.12| 1.00000 2212.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0035 808-06703 28538.000 m | 0.75000 21403.50| 0.75000 21403.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-75245 21510.000 m | 0.75000 16132.50| 0.75000 16132.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 3,829,311.06| $ 3,895,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,829,311.06| $ 3,895,200.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 224 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,248,419.11 ROUTE : 35 CALL ORDER : 224 CONTRACT ID : RS-24801-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,024,393.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,050,932.75 101.3109% 3 35-1120685 WALSH & KELLY, INC. $ 2,156,593.00 106.5303% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY 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 | 1200.00000 7200.00| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 80000.00000 80000.00| 95000.00000 95000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 980.000 m | 9.50000 9310.00| 10.00000 9800.00| 9.50000 9310.00 GUARDRAIL, REMOVE | | | 0004 202-02278 13.000 m | 93.00000 1209.00| 24.00000 312.00| 50.00000 650.00 CURB, CONCRETE, REMOVE | | | 0005 202-60820 104000.000 m2 | 0.69000 71760.00| 0.50000 52000.00| 0.85000 88400.00 SURFACE MILLING, ASPHALT | | | 0006 202-74045 1.000 EACH| 130.00000 130.00| 1000.00000 1000.00| 470.00000 470.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-93741 9.000 EACH| 150.00000 1350.00| 335.00000 3015.00| 150.00000 1350.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-94749 54.000 m | 25.00000 1350.00| 12.00000 648.00| 5.00000 270.00 CURB, ASPHALT, REMOVE | | | 0009 202-96133 26.000 m | 78.00000 2028.00| 20.00000 520.00| 8.00000 208.00 PIPE, REMOVE | | | 0010 203-02000 26.000 m3 | 40.00000 1040.00| 30.00000 780.00| 40.00000 1040.00 EXCAVATION, COMMON | | | 0011 203-02070 95.000 m3 | 8.50000 807.50| 69.00000 6555.00| 14.00000 1330.00 BORROW | | | 0012 203-02080 0.300 km | 6430.00000 1929.00| 15000.00000 4500.00| 11000.00000 3300.00 LINEAR GRADING | | | 0013 211-02060 15.000 m3 | 12.26000 183.90| 27.00000 405.00| 30.00000 450.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 305-05731 16000.000 Mg | 33.25000 532000.00| 30.00000 480000.00| 41.00000 656000.00 WIDENING WITH QC/QA HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 224 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,248,419.11 ROUTE : 35 CALL ORDER : 224 CONTRACT ID : RS-24801-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 15500.000 Mg | 33.25000 515375.00| 35.00000 542500.00| 31.00000 480500.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 9250.000 Mg | 37.50000 346875.00| 42.50000 393125.00| 36.00000 333000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 6500.00000 6500.00| 3500.00000 3500.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0018 402-05495 1400.000 Mg | 32.00000 44800.00| 41.00000 57400.00| 40.00000 56000.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 76.000 Mg | 275.00000 20900.00| 160.00000 12160.00| 260.00000 19760.00 ASPHALT FOR TACK COAT | | | 0021 601-01867 6.000 EACH| 1200.00000 7200.00| 1385.00000 8310.00| 1200.00000 7200.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0022 601-02103 80.000 m | 46.00000 3680.00| 47.00000 3760.00| 46.00000 3680.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0023 601-94689 14.000 EACH| 2200.00000 30800.00| 2110.00000 29540.00| 2200.00000 30800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 800.00000 800.00| 1075.00000 1075.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 963.000 m | 32.00000 30816.00| 36.00000 34668.00| 32.00000 30816.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99106 16.000 m | 66.00000 1056.00| 64.00000 1024.00| 66.00000 1056.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0027 605-05523 715.000 m | 16.80000 12012.00| 11.75000 8401.25| 14.00000 10010.00 CURB, HMA | | | 0029 605-94811 8.000 EACH| 500.00000 4000.00| 375.00000 3000.00| 400.00000 3200.00 CURB TURNOUT | | | 0030 610-05527 2000.000 Mg | 68.00000 136000.00| 62.25000 124500.00| 46.00000 92000.00 HMA FOR APPROACHES | | | 0031 610-06461 2500.000 Mg | 16.40000 41000.00| 17.55000 43875.00| 16.00000 40000.00 COMPACTED AGGREGATE, O, 73 | | | 0032 615-06527 12.000 EACH| 300.00000 3600.00| 350.00000 4200.00| 350.00000 4200.00 MONUMENT, SECTION CORNER | | | 0033 616-05688 3.000 Mg | 340.00000 1020.00| 100.00000 300.00| 60.00000 180.00 RIPRAP, CLASS 1 | | | 0034 702-90915 1.000 m3 | 120.00000 120.00| 800.00000 800.00| 400.00000 400.00 CONCRETE, A | | | 0035 715-05121 38.000 m | 71.50000 2717.00| 90.00000 3420.00| 190.00000 7220.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0036 715-05254 12.000 m | 642.75000 7713.00| 500.00000 6000.00| 600.00000 7200.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.03 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 224 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,248,419.11 ROUTE : 35 CALL ORDER : 224 CONTRACT ID : RS-24801-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-46010 4.000 EACH| 523.00000 2092.00| 350.00000 1400.00| 400.00000 1600.00 PIPE END SECTION, 450 mm | | | 0038 720-44000 6.000 EACH| 285.00000 1710.00| 300.00000 1800.00| 400.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0039 801-06203 1200.000 m | 2.20000 2640.00| 1.00000 1200.00| 1.00000 1200.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 1200.000 m | 1.90000 2280.00| 3.00000 3600.00| 3.60000 4320.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06640 38.000 EACH| 50.00000 1900.00| 55.00000 2090.00| 60.00000 2280.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 36500.00000 36500.00| 46500.00000 46500.00| 78000.00000 78000.00 MAINTAINING TRAFFIC | | | 0045 808-06701 500.000 m | 0.73000 365.00| 0.75000 375.00| 0.75000 375.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0046 808-06703 22500.000 m | 0.73000 16425.00| 0.75000 16875.00| 0.75000 16875.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75240 2300.000 m | 0.73000 1679.00| 0.75000 1725.00| 0.75000 1725.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0049 808-75245 5400.000 m | 0.73000 3942.00| 0.75000 4050.00| 0.75000 4050.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75996 621.000 EACH| 3.10000 1925.10| 3.50000 2173.50| 5.00000 3105.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 621.000 EACH| 21.50000 13351.50| 18.00000 11178.00| 18.00000 11178.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 501-06727 LUMP| 500.00000 500.00| 1250.00000 1250.00| 2000.00000 2000.00 CORING, PCCP , EXPLORATORY | | | 0054 105-06845 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0055 305-05204 25.000 Mg | 80.00000 2000.00| 80.00000 2000.00| 100.00000 2500.00 HMA FOR PATCHING | | | 0056 601-01700 2.000 EACH| 1600.00000 3200.00| 1590.00000 3180.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0057 601-01701 1.000 EACH| 1600.00000 1600.00| 1590.00000 1590.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 224 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,248,419.11 ROUTE : 35 CALL ORDER : 224 CONTRACT ID : RS-24801-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-02636 12.000 m | 86.00000 1032.00| 40.00000 480.00| 86.00000 1032.00 GUARDRAIL, W BEAM, NESTED | | | 0059 601-90301 3.000 EACH| 400.00000 1200.00| 340.00000 1020.00| 400.00000 1200.00 GUARDRAIL CONNECTION, SPECIAL | | | 0060 808-75297 18.000 m | 15.00000 270.00| 8.50000 153.00| 8.50000 153.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 2,024,393.00| $ 2,050,932.75| $ 2,156,593.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,024,393.00| $ 2,050,932.75| $ 2,156,593.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 228 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,927.18 ROUTE : 250 CALL ORDER : 228 CONTRACT ID : RS-24824-A COUNTIES : JEFFERSON SWITZERLAND LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5369005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 623,653.78 100.0000% 2 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 669,592.52 107.3660% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 741,575.00 118.9081% ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|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 | 1000.00000 4000.00| 825.00000 3300.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 2775.00000 2775.00| 36838.39000 36838.39 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 990.000 m2 | 4.00000 3960.00| 2.65000 2623.50| 2.00000 1980.00 SURFACE MILLING, ASPHALT | | | 0004 203-02080 1.050 km | 10000.00000 10500.00| 1075.00000 1128.75| 5500.00000 5775.00 LINEAR GRADING | | | 0005 303-52308 1727.100 Mg | 17.00000 29360.70| 11.70000 20207.07| 17.25000 29792.48 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 150.000 Mg | 100.00000 15000.00| 49.70000 7455.00| 64.00000 9600.00 HMA FOR PATCHING | | | 0007 401-05456 12953.000 Mg | 30.00000 388590.00| 32.40000 419677.20| 35.25000 456593.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 1100.000 Mg | 45.00000 49500.00| 34.55000 38005.00| 39.00000 42900.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 39.580 Mg | 175.00000 6926.50| 205.00000 8113.90| 120.00000 4749.60 ASPHALT FOR TACK COAT | | | 0010 610-05527 854.300 Mg | 50.00000 42715.00| 51.65000 44124.60| 65.00000 55529.50 HMA FOR APPROACHES | | | 0011 616-06425 2352.000 m2 | 10.00000 23520.00| 36.15000 85024.80| 23.00000 54096.00 RIPRAP, GROUTED, 300 mm | | | 0012 801-06207 2402.300 m | 3.00000 7206.90| 2.90000 6966.67| 2.50000 6005.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 51.000 EACH| 55.00000 2805.00| 51.00000 2601.00| 50.00000 2550.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 16000.00000 16000.00| 14925.00000 14925.00| 18500.00000 18500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 228 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,927.18 ROUTE : 250 CALL ORDER : 228 CONTRACT ID : RS-24824-A COUNTIES : JEFFERSON SWITZERLAND LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 1723.000 m | 0.15000 258.45| 0.14000 241.22| 0.14000 241.22 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 47816.500 m | 0.15000 7172.48| 0.14000 6694.31| 0.14000 6694.31 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 40925.000 m | 0.15000 6138.75| 0.14000 5729.50| 0.14000 5729.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 623,653.78| $ 669,592.52| $ 741,575.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 623,653.78| $ 669,592.52| $ 741,575.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 232 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,442.25 ROUTE : SR 45 CALL ORDER : 232 CONTRACT ID : RS-24832-A COUNTIES : BROWN MONROE LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5007006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 657,383.45 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 764,571.16 116.3052% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 853,539.00 129.8388% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1917625 |(3) 35-0918397 |ROGERS GROUP, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1251.42000 5005.68| 2000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 3000.00000 3000.00| 38155.00000 38155.00| 25400.00000 25400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4709.600 m2 | 2.05000 9654.68| 1.83000 8618.57| 4.00000 18838.40 SURFACE MILLING, ASPHALT | | | 0004 303-52309 1316.800 Mg | 19.50000 25677.60| 18.25000 24031.60| 31.25000 41150.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 150.000 Mg | 90.00000 13500.00| 94.84000 14226.00| 120.00000 18000.00 HMA FOR PATCHING | | | 0006 401-05456 11047.800 Mg | 40.70000 449645.46| 44.97000 496819.57| 50.50000 557913.90 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 72.00000 7200.00| 118.17000 11817.00| 55.00000 5500.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 36.900 Mg | 200.00000 7380.00| 144.13000 5318.40| 185.00000 6826.50 ASPHALT FOR TACK COAT | | | 0009 610-05527 1017.500 Mg | 71.25000 72496.88| 75.41000 76729.68| 90.00000 91575.00 HMA FOR APPROACHES | | | 0010 801-06207 5763.900 m | 2.00000 11527.80| 3.13000 18041.01| 3.00000 17291.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 50.000 EACH| 52.00000 2600.00| 60.98000 3049.00| 95.00000 4750.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 16403.62000 16403.62| 22386.20000 22386.20| 19999.98000 19999.98 MAINTAINING TRAFFIC | | | 0013 808-01226 1548.000 EACH| 7.70000 11919.60| 9.02000 13962.96| 6.00000 9288.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 232 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,442.25 ROUTE : SR 45 CALL ORDER : 232 CONTRACT ID : RS-24832-A COUNTIES : BROWN MONROE LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1917625 |(3) 35-0918397 |ROGERS GROUP, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-04298 4.000 EACH| 286.00000 1144.00| 335.36000 1341.44| 250.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0015 808-06712 863.000 m | 0.15000 129.45| 0.18000 155.34| 0.16000 138.08 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 38426.000 m | 0.15000 5763.90| 0.18000 6916.68| 0.16000 6148.16 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 27520.500 m | 0.15000 4128.08| 0.18000 4953.69| 0.16000 4403.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-75297 18.000 m | 11.45000 206.10| 13.41000 241.38| 16.00000 288.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0019 808-75994 1548.000 EACH| 4.26000 6594.48| 5.00000 7740.00| 6.00000 9288.00 PRISMATIC REFLECTOR | | | 0020 808-75996 1548.000 EACH| 2.85000 4411.80| 3.27000 5061.96| 5.00000 7740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 657,383.45| $ 764,571.16| $ 853,539.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 657,383.45| $ 764,571.16| $ 853,539.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 238 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,288,731.27 ROUTE : 18 CALL ORDER : 238 CONTRACT ID : RS-24907-A COUNTIES : GRANT MIAMI LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/26/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1323022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,144,798.47 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 2,303,366.56 107.3931% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 | |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 ROAD REHABILITATION | | | 0001 105-06790 9.000 MOS | 1530.00000 13770.00| 1750.00000 15750.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 39125.00000 39125.00| 29700.00000 29700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 102415.00000 102415.00| 115000.00000 115000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 38250.00000 38250.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-02279 1237.800 m | 15.30000 18938.34| 10.00000 12378.00| CURB AND GUTTER, REMOVE | | | 0006 202-60820 4389.400 m2 | 2.31000 10139.51| 3.37970 14834.86| SURFACE MILLING, ASPHALT | | | 0007 203-02000 1136.000 m3 | 19.38000 22015.68| 10.00000 11360.00| EXCAVATION, COMMON | | | 0008 203-02070 10692.600 m3 | 22.44000 239941.94| 25.00000 267315.00| BORROW | | | 0009 305-05204 1351.200 Mg | 151.00000 204031.20| 95.00000 128364.00| HMA FOR PATCHING | | | 0010 401-05455 9682.500 Mg | 34.88000 337725.60| 44.75000 433291.88| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 6916.100 Mg | 47.56000 328929.72| 55.00000 380385.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 6120.00000 6120.00| 9500.00000 9500.00| PROFILOGRAPH, HMA | | | 0013 402-05495 6916.100 Mg | 37.46000 259077.11| 51.50000 356179.15| HMA WEDGE AND LEVEL | | | 0014 406-05520 52.870 Mg | 137.70000 7280.20| 650.00000 34365.50| ASPHALT FOR TACK COAT | | | 0016 601-94689 12.000 EACH| 2371.50000 28458.00| 2615.62500 31387.50| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 238 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,288,731.27 ROUTE : 18 CALL ORDER : 238 CONTRACT ID : RS-24907-A COUNTIES : GRANT MIAMI LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 | |E & B PAVING, INC. |MOHR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 604-06069 640.000 m2 | 38.35000 24544.00| 49.10000 31424.00| CURB RAMP, CONCRETE | | | 0018 605-06140 1237.800 m | 43.38000 53695.76| 40.00000 49512.00| CURB AND GUTTER, CONCRETE | | | 0019 610-05527 1240.000 Mg | 90.36000 112046.40| 77.50000 96100.00| HMA FOR APPROACHES | | | 0020 619-98427 1.000 EACH| 765.00000 765.00| 1000.00000 1000.00| CLEAN DRAINS | | | 0022 621-06559 61263.100 m2 | 0.41000 25117.87| 0.45000 27568.40| MULCHED SEEDING, R | | | 0024 621-06574 1856.700 m2 | 3.57000 6628.42| 4.00000 7426.80| SODDING | | | 0025 720-44000 16.000 EACH| 376.38000 6022.08| 300.00000 4800.00| CASTING, ADJUST TO GRADE | | | 0026 801-06203 28638.000 m | 0.27000 7732.26| 0.55000 15750.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06640 57.000 EACH| 100.00000 5700.00| 79.00000 4503.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 106131.00000 106131.00| 61000.00000 61000.00| MAINTAINING TRAFFIC | | | 0029 802-91122 45.000 EACH| 153.00000 6885.00| 75.00000 3375.00| SIGN, GROUND MOUNTED, RESET | | | 0030 808-03439 11.300 m | 9.08000 102.60| 9.85000 111.31| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0031 808-06713 17425.000 m | 0.15000 2613.75| 0.15000 2613.75| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-75240 3995.000 m | 0.79000 3156.05| 0.81000 3235.95| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75245 9149.000 m | 0.79000 7227.71| 0.81000 7410.69| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0034 808-75290 198.000 m | 9.08000 1797.84| 9.85000 1950.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0035 808-75297 14.000 m | 9.08000 127.12| 9.85000 137.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75320 3.000 EACH| 47.43000 142.29| 78.75000 236.25| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 238 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,288,731.27 ROUTE : 18 CALL ORDER : 238 CONTRACT ID : RS-24907-A COUNTIES : GRANT MIAMI LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 | |E & B PAVING, INC. |MOHR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-75325 2.000 EACH| 68.54000 137.08| 101.25000 202.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75996 178.000 EACH| 4.36000 776.08| 6.02000 1071.56| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 413.000 EACH| 19.38000 8003.94| 26.72000 11035.36| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 612-04315 75.720 Mg | 637.50000 48271.50| 650.00000 49218.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-60410 1392.000 EACH| 6.12000 8519.04| 6.50000 9048.00| DRILLED HOLE FOR UNDERSEAL | | | 0042 601-06035 1241.000 m | 21.68000 26904.88| 24.00000 29784.00| GUARDRAIL, RESET | | | 0043 801-06207 950.000 m | 3.89000 3695.50| 3.05000 2897.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 202-93741 12.000 EACH| 127.50000 1530.00| 141.00000 1692.00| GUARD RAIL END TREATMENT, REMOVE | | | 0045 621-01004 1.000 EACH| 408.00000 408.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 303-52308 1000.000 Mg | 19.90000 19900.00| 25.00000 25000.00| COMPACTED AGGREGATE, O, 53 | | | SECTION TOTALS | $ 2,144,798.47| $ 2,303,366.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,144,798.47| $ 2,303,366.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,519,351.53 ROUTE : 18 CALL ORDER : 240 CONTRACT ID : RS-24908-A COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/26/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1323021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,022,546.11 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 5.000 MOS | 2500.00000 12500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 39000.00000 39000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 103000.00000 103000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62000.00000 62000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 4.000 EACH| 300.00000 1200.00| | HEADWALL, REMOVE | | | 0006 202-60820 111312.500 m2 | 0.90000 100181.25| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 3326.500 m3 | 18.00000 59877.00| | EXCAVATION, COMMON | | | 0008 203-02070 17729.250 m3 | 19.00000 336855.75| | BORROW | | | 0009 303-04095 230.700 Mg | 24.00000 5536.80| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 303-52308 633.600 Mg | 24.00000 15206.40| | COMPACTED AGGREGATE, O, 53 | | | 0011 305-05204 1944.400 Mg | 45.00000 87498.00| | HMA FOR PATCHING | | | 0012 401-05437 977.600 Mg | 40.00000 39104.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0013 401-05455 11687.800 Mg | 40.00000 467512.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0014 401-05456 8348.400 Mg | 48.00000 400723.20| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0015 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,519,351.53 ROUTE : 18 CALL ORDER : 240 CONTRACT ID : RS-24908-A COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 405-05517 2.970 Mg | 400.00000 1188.00| | ASPHALT FOR PRIME COAT | | | 0017 406-05520 61.800 Mg | 170.00000 10506.00| | ASPHALT FOR TACK COAT | | | 0018 601-91426 7.000 EACH| 225.00000 1575.00| | GUARDRAIL TERMINAL END SECTION, A | | | 0020 601-94689 12.000 EACH| 2325.00000 27900.00| | GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 194.100 m | 36.25000 7036.13| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 601-99132 4.000 EACH| 125.00000 500.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0023 610-05527 521.900 Mg | 85.00000 44361.50| | HMA FOR APPROACHES | | | 0025 621-06559 87276.200 m2 | 0.39000 34037.72| | MULCHED SEEDING, R | | | 0027 715-05168 2.000 m | 400.00000 800.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0028 720-44000 9.000 EACH| 400.00000 3600.00| | CASTING, ADJUST TO GRADE | | | 0029 801-06203 67844.000 m | 0.05000 3392.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0030 801-06640 36.000 EACH| 100.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 56400.00000 56400.00| | MAINTAINING TRAFFIC | | | 0032 802-05701 6.400 m | 32.00000 204.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76035 4.100 m2 | 148.20000 607.62| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0034 802-91122 68.000 EACH| 90.00000 6120.00| | SIGN, GROUND MOUNTED, RESET | | | 0035 805-78470 166.600 m | 1.00000 166.60| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78795 60.800 m | 33.00000 2006.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 805-92951 3.000 EACH| 220.00000 660.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,519,351.53 ROUTE : 18 CALL ORDER : 240 CONTRACT ID : RS-24908-A COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-06713 23664.800 m | 0.15000 3549.72| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0039 808-75240 2489.700 m | 0.75000 1867.28| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0040 808-75245 16407.700 m | 0.75000 12305.78| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0041 808-75290 212.600 m | 5.00000 1063.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0042 808-75297 75.600 m | 10.00000 756.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75320 17.000 EACH| 54.25000 922.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 11.000 EACH| 77.25000 849.75| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75996 268.000 EACH| 4.17000 1117.56| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 501.000 EACH| 18.00000 9018.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0047 808-06703 560.000 m | 0.75000 420.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-92027 134.000 m | 3.35000 448.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0049 808-96016 19.300 m | 5.00000 96.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0050 715-46010 4.000 EACH| 250.00000 1000.00| | PIPE END SECTION, 450 mm | | | 0051 601-06035 1500.000 m | 21.25000 31875.00| | GUARDRAIL, RESET | | | 0052 801-06207 11600.000 m | 1.25000 14500.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 202-93741 12.000 EACH| 125.00000 1500.00| | GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,519,351.53 ROUTE : 18 CALL ORDER : 240 CONTRACT ID : RS-24908-A COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,022,546.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,022,546.11| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 256 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,309.62 ROUTE : 267 CALL ORDER : 256 CONTRACT ID : RS-25062-A COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1294015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 413,100.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 441,180.20 106.7974% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 498,165.00 120.5918% 4 35-1139301 E & B PAVING, INC. $ 514,947.69 124.6544% 5 31-4351261 SHELLY & SANDS, INC. $ 545,062.56 131.9444% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 1849.19000 9245.95| 2000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 16190.00000 16190.00| 21800.00000 21800.00| 20000.61000 20000.61 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 3.000 EACH| 800.00000 2400.00| 358.48000 1075.44| 1000.00000 3000.00 HEADWALL, REMOVE | | | 0004 202-60820 9255.000 m2 | 1.30000 12031.50| 1.75000 16196.25| 2.00000 18510.00 SURFACE MILLING, ASPHALT | | | 0005 303-52308 1215.000 Mg | 13.50000 16402.50| 15.00000 18225.00| 19.00000 23085.00 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 349.000 Mg | 70.00000 24430.00| 50.55000 17641.95| 97.00000 33853.00 HMA FOR PATCHING | | | 0007 401-05457 4436.000 Mg | 44.00000 195184.00| 45.58000 202192.88| 47.00000 208492.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05495 2299.000 Mg | 31.00000 71269.00| 34.51000 79338.49| 40.00000 91960.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 23.000 Mg | 180.00000 4140.00| 180.00000 4140.00| 200.00000 4600.00 ASPHALT FOR TACK COAT | | | 0010 608-04396 3.000 EACH| 600.00000 1800.00| 194.09000 582.27| 200.00000 600.00 SHOULDER DRAIN | | | 0011 610-05527 573.000 Mg | 60.00000 34380.00| 62.45000 35783.85| 85.00000 48705.00 HMA FOR APPROACHES | | | 0012 615-06520 7.000 EACH| 400.00000 2800.00| 391.97000 2743.79| 500.00000 3500.00 MONUMENT, RE-ESTABLISH | | | 0013 616-02320 20.000 m2 | 20.00000 400.00| 3.47000 69.40| 6.00000 120.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 256 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,309.62 ROUTE : 267 CALL ORDER : 256 CONTRACT ID : RS-25062-A COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-06405 30.000 Mg | 70.00000 2100.00| 38.82000 1164.60| 30.00000 900.00 RIPRAP, REVETMENT | | | 0015 801-06203 55.000 m | 5.00000 275.00| 2.11000 116.05| 2.00000 110.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0016 801-06207 1033.000 m | 2.00000 2066.00| 3.85000 3977.05| 3.00000 3099.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 35.000 EACH| 60.00000 2100.00| 79.18000 2771.30| 60.00000 2100.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 5848.60000 5848.60| 13296.17000 13296.17| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0019 805-02503 215.000 m | 5.00000 1075.00| 4.75000 1021.25| 4.70000 1010.50 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 75.000 m | 24.00000 1800.00| 22.70000 1702.50| 23.00000 1725.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 805-92951 6.000 EACH| 80.00000 480.00| 79.18000 475.08| 80.00000 480.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0022 808-04298 2.000 EACH| 370.00000 740.00| 290.33000 580.66| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0023 808-06712 1028.000 m | 0.25000 257.00| 0.16000 164.48| 0.19000 195.32 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 13440.000 m | 0.20000 2688.00| 0.16000 2150.40| 0.16000 2150.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 6662.000 m | 0.20000 1332.40| 0.16000 1065.92| 0.16000 1065.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-74815 13.000 m | 3.50000 45.50| 4.75000 61.75| 3.25000 42.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm SCHOOL | | | 0027 808-75297 54.000 m | 11.00000 594.00| 9.50000 513.00| 10.50000 567.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 10.000 m | 1.60000 16.00| 2.38000 23.80| 1.60000 16.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm SCHOOL | | | 0029 808-75320 7.000 EACH| 54.00000 378.00| 58.07000 406.49| 54.00000 378.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 6.000 EACH| 70.00000 420.00| 79.18000 475.08| 70.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 256 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,309.62 ROUTE : 267 CALL ORDER : 256 CONTRACT ID : RS-25062-A COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75996 435.000 EACH| 4.50000 1957.50| 5.01000 2179.35| 4.00000 1740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 413,100.00| $ 441,180.20| $ 498,165.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,100.00| $ 441,180.20| $ 498,165.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 256 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,309.62 ROUTE : 267 CALL ORDER : 256 CONTRACT ID : RS-25062-A COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 31-4351261 | |E & B PAVING, INC. |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 5.000 MOS | 2000.00000 10000.00| 1338.72000 6693.60| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 23000.00000 23000.00| 22851.94000 22851.94| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 3.000 EACH| 630.00000 1890.00| 2368.32000 7104.96| HEADWALL, REMOVE | | | 0004 202-60820 9255.000 m2 | 2.25000 20823.75| 2.61000 24155.55| SURFACE MILLING, ASPHALT | | | 0005 303-52308 1215.000 Mg | 22.00000 26730.00| 17.53000 21298.95| COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 349.000 Mg | 100.00000 34900.00| 97.01000 33856.49| HMA FOR PATCHING | | | 0007 401-05457 4436.000 Mg | 50.00000 221800.00| 38.37000 170209.32| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05495 2299.000 Mg | 38.00000 87362.00| 42.38000 97431.62| HMA WEDGE AND LEVEL | | | 0009 406-05520 23.000 Mg | 230.00000 5290.00| 182.48000 4197.04| ASPHALT FOR TACK COAT | | | 0010 608-04396 3.000 EACH| 365.00000 1095.00| 963.19000 2889.57| SHOULDER DRAIN | | | 0011 610-05527 573.000 Mg | 70.00000 40110.00| 150.62000 86305.26| HMA FOR APPROACHES | | | 0012 615-06520 7.000 EACH| 480.00000 3360.00| 238.11000 1666.77| MONUMENT, RE-ESTABLISH | | | 0013 616-02320 20.000 m2 | 3.30000 66.00| 13.04000 260.80| GEOTEXTILES | | | 0014 616-06405 30.000 Mg | 50.00000 1500.00| 47.76000 1432.80| RIPRAP, REVETMENT | | | 0015 801-06203 55.000 m | 11.00000 605.00| 10.71000 589.05| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0016 801-06207 1033.000 m | 4.95000 5113.35| 2.03000 2096.99| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 35.000 EACH| 55.00000 1925.00| 112.45000 3935.75| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 19000.00000 19000.00| 37954.43000 37954.43| MAINTAINING TRAFFIC | | | 0019 805-02503 215.000 m | 4.50000 967.50| 1.77000 380.55| CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 256 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,309.62 ROUTE : 267 CALL ORDER : 256 CONTRACT ID : RS-25062-A COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 31-4351261 | |E & B PAVING, INC. |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 805-78795 75.000 m | 21.50000 1612.50| 24.63000 1847.25| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 805-92951 6.000 EACH| 75.00000 450.00| 171.36000 1028.16| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0022 808-04298 2.000 EACH| 345.00000 690.00| 321.30000 642.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0023 808-06712 1028.000 m | 0.18000 185.04| 0.18000 185.04| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 13440.000 m | 0.15000 2016.00| 0.18000 2419.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 6662.000 m | 0.15000 999.30| 0.18000 1199.16| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-74815 13.000 m | 3.00000 39.00| 8.57000 111.41| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm SCHOOL | | | 0027 808-75297 54.000 m | 10.00000 540.00| 18.21000 983.34| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 10.000 m | 1.50000 15.00| 5.36000 53.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm SCHOOL | | | 0029 808-75320 7.000 EACH| 50.00000 350.00| 58.90000 412.30| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 6.000 EACH| 60.00000 360.00| 64.26000 385.56| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 435.000 EACH| 4.95000 2153.25| 24.10000 10483.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 514,947.69| $ 545,062.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 514,947.69| $ 545,062.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 258 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,425,004.65 ROUTE : 18 CALL ORDER : 258 CONTRACT ID : RS-25203-C COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1325034 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,427,788.55 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 71000.00000 71000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02260 1.000 EACH| 3000.00000 3000.00| | TREE, 760 mm, REMOVE | | | 0006 202-02278 4370.000 m | 33.00000 144210.00| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 210.000 m2 | 18.00000 3780.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 37900.000 m2 | 0.50000 18950.00| | SURFACE MILLING, ASPHALT | | | 0009 202-60822 90.000 m2 | 11.00000 990.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-96133 7.000 m | 38.00000 266.00| | PIPE, REMOVE | | | 0011 203-02000 90.000 m3 | 44.00000 3960.00| | EXCAVATION, COMMON | | | 0012 203-02131 10.000 m3 | 300.00000 3000.00| | EXPLORATORY EXCAVATION | | | 0013 211-02060 23.500 m3 | 19.60000 460.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 305-05204 2500.000 Mg | 145.00000 362500.00| | HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 258 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,425,004.65 ROUTE : 18 CALL ORDER : 258 CONTRACT ID : RS-25203-C COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05206 75.000 Mg | 145.00000 10875.00| | WIDENING WITH HMA | | | 0016 401-05456 4000.000 Mg | 47.00000 188000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05495 20.000 Mg | 120.00000 2400.00| | HMA WEDGE AND LEVEL | | | 0018 406-05520 13.000 Mg | 170.00000 2210.00| | ASPHALT FOR TACK COAT | | | 0019 604-06069 165.000 m2 | 85.00000 14025.00| | CURB RAMP, CONCRETE | | | 0020 604-91531 80.000 m2 | 80.00000 6400.00| | SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 4820.000 m | 63.00000 303660.00| | CURB AND GUTTER, CONCRETE | | | 0022 610-05527 300.000 Mg | 120.00000 36000.00| | HMA FOR APPROACHES | | | 0023 621-06567 90.000 kL | 5.80000 522.00| | WATER | | | 0024 621-06570 20.000 m3 | 80.00000 1600.00| | TOP SOIL | | | 0025 621-06575 4820.000 m2 | 3.65000 17593.00| | SODDING, NURSERY | | | 0026 715-05149 123.000 m | 140.00000 17220.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0027 715-46000 1.000 EACH| 230.00000 230.00| | PIPE END SECTION, 300 mm | | | 0028 720-44000 16.000 EACH| 400.00000 6400.00| | CASTING, ADJUST TO GRADE | | | 0029 720-44015 1.000 EACH| 400.00000 400.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0030 720-44040 1.000 EACH| 400.00000 400.00| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0031 720-44045 1.000 EACH| 500.00000 500.00| | CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0032 720-45015 2.000 EACH| 1500.00000 3000.00| | INLET, A8 | | | 0033 720-45045 1.000 EACH| 1600.00000 1600.00| | INLET, J10 | | | 0034 720-45615 3.000 m | 900.00000 2700.00| | INLET, RECONSTRUCT STRUCTURE | | | 0035 720-98555 1.000 EACH| 2400.00000 2400.00| | INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 258 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,425,004.65 ROUTE : 18 CALL ORDER : 258 CONTRACT ID : RS-25203-C COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06203 300.000 m | 5.50000 1650.00| | TEMPORARY PAVEMENT MARKING, 100 mm PAINT| | | 0037 801-06204 10.000 m | 4.00000 40.00| | TEMPORARY PAVEMENT MARKING, 125 mm | | | 0038 801-06207 300.000 m | 5.00000 1500.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0039 801-06208 10.000 m | 40.00000 400.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0040 801-06640 95.000 EACH| 100.00000 9500.00| | CONSTRUCTION SIGN, A | | | 0041 801-06710 80.000 DAY | 30.00000 2400.00| | FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 141300.00000 141300.00| | MAINTAINING TRAFFIC | | | 0043 808-04298 4.000 EACH| 225.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0044 808-06701 1100.000 m | 0.93000 1023.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0045 808-06702 15.000 m | 0.99000 14.85| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0046 808-06703 1120.000 m | 0.93000 1041.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0047 808-75245 1000.000 m | 0.93000 930.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0048 808-75297 170.000 m | 8.25000 1402.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0049 808-75300 770.000 m | 2.10000 1617.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0050 808-75320 4.000 EACH| 50.00000 200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 4.000 EACH| 72.00000 288.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 258 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,425,004.65 ROUTE : 18 CALL ORDER : 258 CONTRACT ID : RS-25203-C COUNTIES : GRANT LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75996 3.000 EACH| 30.00000 90.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 3.000 EACH| 80.00000 240.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,427,788.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,427,788.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 262 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,438,710.26 ROUTE : 3 CALL ORDER : 262 CONTRACT ID : RS-25207-B COUNTIES : BLACKFORD LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2017010 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,423,543.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 2200.00000 11000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 72400.00000 72400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 1.000 EACH| 300.00000 300.00| | HEADWALL, REMOVE TOP 0.15m | | | 0005 202-02278 25.000 m | 18.00000 450.00| | CURB, CONCRETE, REMOVE | | | 0006 202-60820 4900.000 m2 | 7.00000 34300.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02070 50.000 m3 | 23.00000 1150.00| | BORROW | | | 0008 303-04075 525.000 Mg | 49.00000 25725.00| | COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 1090.000 Mg | 32.69000 35632.10| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 3262.000 Mg | 104.00000 339248.00| | HMA FOR PATCHING | | | 0011 305-05206 45.000 Mg | 103.00000 4635.00| | WIDENING WITH HMA | | | 0012 401-05456 11000.000 Mg | 48.50000 533500.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 2195.000 Mg | 42.00000 92190.00| | HMA WEDGE AND LEVEL | | | 0014 406-05520 35.000 Mg | 200.00000 7000.00| | ASPHALT FOR TACK COAT | | | 0015 605-06120 21.000 m | 200.00000 4200.00| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 262 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,438,710.26 ROUTE : 3 CALL ORDER : 262 CONTRACT ID : RS-25207-B COUNTIES : BLACKFORD LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 460.000 Mg | 140.00000 64400.00| | HMA FOR APPROACHES | | | 0017 616-06405 20.000 Mg | 13.00000 260.00| | RIPRAP, REVETMENT | | | 0018 720-44000 36.000 EACH| 350.00000 12600.00| | CASTING, ADJUST TO GRADE | | | 0019 720-44015 1.000 EACH| 720.00000 720.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0020 720-44025 1.000 EACH| 548.00000 548.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0021 720-45615 5.500 m | 2907.00000 15988.50| | INLET, RECONSTRUCT STRUCTURE | | | 0022 720-92557 1.000 EACH| 2870.00000 2870.00| | INLET, M13 | | | 0023 801-06207 1300.000 m | 3.00000 3900.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0024 801-06640 73.000 EACH| 150.00000 10950.00| | CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 103000.00000 103000.00| | MAINTAINING TRAFFIC | | | 0026 804-06771 34.000 EACH| 33.00000 1122.00| | DELINEATOR POST, FLEXIBLE | | | 0027 805-78470 650.000 m | 1.13000 734.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-78795 130.000 m | 19.97000 2596.10| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 805-92951 4.000 EACH| 365.20000 1460.80| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0030 808-04298 2.000 EACH| 270.00000 540.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0031 808-06703 2650.000 m | 0.79000 2093.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0032 808-06712 2075.000 m | 0.15000 311.25| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0033 808-06713 20700.000 m | 0.15000 3105.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 3050.000 m | 0.15000 457.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75240 500.000 m | 0.79000 395.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 262 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,438,710.26 ROUTE : 3 CALL ORDER : 262 CONTRACT ID : RS-25207-B COUNTIES : BLACKFORD LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75245 1900.000 m | 0.79000 1501.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0037 808-75278 120.000 m | 8.25000 990.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0038 808-75297 35.000 m | 8.25000 288.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 50.000 m | 2.25000 112.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 12.000 EACH| 40.00000 480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 12.000 EACH| 55.00000 660.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-75996 493.000 EACH| 4.00000 1972.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 450.000 EACH| 19.97000 8986.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 808-92027 280.000 m | 2.75000 770.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,423,543.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,423,543.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 266 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,389.43 ROUTE : 8 CALL ORDER : 266 CONTRACT ID : RS-25210-A COUNTIES : DEKALB LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/27/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3817009 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 430,553.29 100.0000% 2 35-1139301 E & B PAVING, INC. $ 459,532.08 106.7305% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1360.00000 4080.00| 940.00000 2820.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 21500.00000 21500.00| 22000.00000 22000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 47313.000 m2 | 0.96000 45420.48| 0.78000 36904.14| SURFACE MILLING, ASPHALT | | | 0004 305-05204 1000.000 Mg | 66.41000 66410.00| 70.00000 70000.00| HMA FOR PATCHING | | | 0005 305-06083 60.000 Mg | 91.91000 5514.60| 49.99000 2999.40| HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0006 305-60400 231.000 Mg | 16.53000 3818.43| 22.78000 5262.18| COMPACTED AGGREGATE FOR PATCHING | | | 0007 401-05456 4730.000 Mg | 35.27000 166827.10| 45.62000 215782.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 8.000 Mg | 551.13000 4409.04| 160.00000 1280.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 336.000 Mg | 66.14000 22223.04| 92.81000 31184.16| HMA FOR APPROACHES | | | 0010 610-06461 130.000 Mg | 21.06000 2737.80| 22.78000 2961.40| COMPACTED AGGREGATE, O, 73 , LIMESTONE | | | 0011 720-44000 5.000 EACH| 425.00000 2125.00| 300.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0012 801-06203 860.000 m | 0.60000 516.00| 0.62000 533.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 860.000 m | 2.56000 2201.60| 3.43000 2949.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 63.000 EACH| 85.00000 5355.00| 80.00000 5040.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 266 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,389.43 ROUTE : 8 CALL ORDER : 266 CONTRACT ID : RS-25210-A COUNTIES : DEKALB LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 56700.00000 56700.00| 37600.00000 37600.00| MAINTAINING TRAFFIC | | | 0016 805-78470 430.000 m | 0.70000 301.00| 0.70000 301.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78795 120.000 m | 22.00000 2640.00| 22.00000 2640.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-06701 500.000 m | 0.80000 400.00| 0.80000 400.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0019 808-06703 1742.000 m | 0.80000 1393.60| 0.80000 1393.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-06706 13.000 m | 9.50000 123.50| 9.50000 123.50| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0021 808-75240 865.000 m | 0.80000 692.00| 0.80000 692.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0022 808-75245 6632.000 m | 0.80000 5305.60| 0.80000 5305.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0023 808-75297 300.000 m | 9.50000 2850.00| 9.50000 2850.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75300 1139.000 m | 2.50000 2847.50| 2.50000 2847.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0025 808-75320 22.000 EACH| 45.00000 990.00| 45.00000 990.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 22.000 EACH| 61.00000 1342.00| 61.00000 1342.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75996 331.000 EACH| 3.00000 993.00| 3.00000 993.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 31.000 EACH| 27.00000 837.00| 27.00000 837.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | TYPE II | | | SECTION TOTALS | $ 430,553.29| $ 459,532.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,553.29| $ 459,532.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,446.10 ROUTE : 5 CALL ORDER : 270 CONTRACT ID : RS-25212-A COUNTIES : GRANT HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/05/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4935010 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 441,438.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 455,324.89 103.1458% 3 35-1139301 E & B PAVING, INC. $ 481,895.61 109.1649% ==================================================================================================================================== |(1) 35-1016737 |(2) 35-1065659 |(3) 35-1139301 |WAYNE ASPHALT & CONSTRUCTION|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 1155.00000 6930.00| 1000.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 22750.00000 22750.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 18800.000 m2 | 1.00000 18800.00| 1.41000 26508.00| 1.00000 18800.00 SURFACE MILLING, ASPHALT | | | 0004 303-04075 1800.000 Mg | 14.00000 25200.00| 7.72000 13896.00| 10.00000 18000.00 COMPACTED AGGREGATE, O, 73 | | | 0005 305-05204 350.000 Mg | 78.00000 27300.00| 69.98000 24493.00| 95.00000 33250.00 HMA FOR PATCHING | | | 0006 401-05456 4250.000 Mg | 38.00000 161500.00| 37.92000 161160.00| 37.50000 159375.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 2380.000 Mg | 37.00000 88060.00| 33.37000 79420.60| 38.00000 90440.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 11.000 Mg | 190.00000 2090.00| 551.14000 6062.54| 165.30000 1818.30 ASPHALT FOR TACK COAT | | | 0009 608-04396 20.000 EACH| 120.00000 2400.00| 55.00000 1100.00| 138.96000 2779.20 SHOULDER DRAIN | | | 0010 610-05527 525.000 Mg | 48.00000 25200.00| 57.62000 30250.50| 78.64000 41286.00 HMA FOR APPROACHES | | | 0011 615-06520 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 283.64000 1134.56 MONUMENT, RE-ESTABLISH | | | 0012 720-44000 5.000 EACH| 250.00000 1250.00| 500.00000 2500.00| 404.73000 2023.65 CASTING, ADJUST TO GRADE | | | 0013 801-06203 500.000 m | 0.62000 310.00| 0.62000 310.00| 3.90000 1950.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 700.000 m | 4.00000 2800.00| 2.56000 1792.00| 3.90000 2730.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,446.10 ROUTE : 5 CALL ORDER : 270 CONTRACT ID : RS-25212-A COUNTIES : GRANT HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1016737 |(2) 35-1065659 |(3) 35-1139301 |WAYNE ASPHALT & CONSTRUCTION|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 45.000 EACH| 50.00000 2250.00| 50.00000 2250.00| 50.00000 2250.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 16500.00000 16500.00| 38490.00000 38490.00| 41000.00000 41000.00 MAINTAINING TRAFFIC | | | 0017 808-03631 10900.000 m | 1.65000 17985.00| 1.65000 17985.00| 1.65000 17985.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0018 808-03632 8500.000 m | 1.65000 14025.00| 1.65000 14025.00| 1.65000 14025.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0019 808-04896 800.000 m | 1.65000 1320.00| 1.65000 1320.00| 1.65000 1320.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0020 808-75297 6.000 m | 39.00000 234.00| 39.00000 234.00| 39.00000 234.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75340 2.000 EACH| 422.00000 844.00| 422.00000 844.00| 422.00000 844.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0022 808-75996 210.000 EACH| 7.00000 1470.00| 4.00000 840.00| 4.29000 900.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 305-60400 175.000 Mg | 12.00000 2100.00| 5.51000 964.25| 10.00000 1750.00 COMPACTED AGGREGATE FOR PATCHING | | | SECTION TOTALS | $ 441,438.00| $ 455,324.89| $ 481,895.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,438.00| $ 455,324.89| $ 481,895.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 274 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,481.03 ROUTE : US 31 CALL ORDER : 274 CONTRACT ID : RS-25248-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5536009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 447,780.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 506,961.00 113.2163% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 638,120.01 142.5071% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., 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 8.000 MOS | 1000.00000 8000.00| 800.00000 6400.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5500.00000 5500.00| 15000.00000 15000.00| 31000.00000 31000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 117991.000 m2 | 0.21000 24778.11| 0.26000 30677.66| 0.30000 35397.30 SURFACE MILLING, ASPHALT | | | 0004 303-52309 560.800 Mg | 16.00000 8972.80| 12.45000 6981.96| 17.60000 9870.08 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 300.000 Mg | 100.00000 30000.00| 60.00000 18000.00| 130.00000 39000.00 HMA FOR PATCHING | | | 0006 401-05456 9860.700 Mg | 30.00000 295821.00| 31.05000 306174.74| 38.10000 375692.67 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 30.130 Mg | 175.00000 5272.75| 120.00000 3615.60| 200.00000 6026.00 ASPHALT FOR TACK COAT | | | 0008 506-06333 285.700 m2 | 10.00000 2857.00| 195.00000 55711.50| 170.00000 48569.00 PCCP PATCHING, FULL DEPTH | | | 0009 610-05527 758.480 Mg | 44.00000 33373.12| 50.00000 37924.00| 50.00000 37924.00 HMA FOR APPROACHES | | | 0010 618-06604 44.400 m | 9.00000 399.60| 8.40000 372.96| 8.40000 372.96 RUMBLE STRIP | | | 0011 801-06207 1340.700 m | 3.00000 4022.10| 2.50000 3351.75| 2.70000 3619.89 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 38.000 EACH| 55.00000 2090.00| 50.00000 1900.00| 50.00000 1900.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 28867.06000 28867.06 MAINTAINING TRAFFIC | | | 0014 805-78470 168.000 m | 2.35000 394.80| 4.50000 756.00| 4.50000 756.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 274 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,481.03 ROUTE : US 31 CALL ORDER : 274 CONTRACT ID : RS-25248-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78510 16.800 m | 4.75000 79.80| 5.50000 92.40| 5.50000 92.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0016 805-78795 42.000 m | 50.00000 2100.00| 22.00000 924.00| 22.00000 924.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-01296 1.000 EACH| 250.00000 250.00| 240.00000 240.00| 240.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (STOP AHEAD) | | | 0018 808-06712 2681.500 m | 0.15000 402.23| 0.15000 402.23| 0.14000 375.41 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 26820.000 m | 0.15000 4023.00| 0.15000 4023.00| 0.14000 3754.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 27476.000 m | 0.15000 4121.40| 0.15000 4121.40| 0.14000 3846.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75297 6.400 m | 13.00000 83.20| 12.00000 76.80| 12.00000 76.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75320 2.000 EACH| 75.00000 150.00| 65.00000 130.00| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 1.000 EACH| 90.00000 90.00| 85.00000 85.00| 85.00000 85.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 447,780.91| $ 506,961.00| $ 638,120.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,780.91| $ 506,961.00| $ 638,120.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 278 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,082.41 ROUTE : 250 CALL ORDER : 278 CONTRACT ID : RS-25252-A COUNTIES : SWITZERLAND LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4478003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 479,386.80 100.0000% 2 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 506,129.36 105.5784% 3 35-0844079 ROHE, PAUL H. COMPANY $ 510,508.41 106.4919% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 625,325.00 130.4426% ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 875.00000 5250.00| 850.00000 5100.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 6350.00000 6350.00| 2429.29000 2429.29 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 515.200 m2 | 5.00000 2576.00| 4.25000 2189.60| 5.84000 3008.77 SURFACE MILLING, ASPHALT | | | 0004 303-52308 1061.700 Mg | 17.00000 18048.90| 14.85000 15766.25| 19.00000 20172.30 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 Mg | 100.00000 15000.00| 50.40000 7560.00| 58.00000 8700.00 HMA FOR PATCHING | | | 0006 401-05456 10176.140 Mg | 30.00000 305284.20| 33.80000 343953.53| 34.66000 352705.01 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 1300.000 Mg | 37.00000 48100.00| 37.95000 49335.00| 32.00000 41600.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 64.170 Mg | 175.00000 11229.75| 64.30000 4126.13| 300.00000 19251.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 778.700 Mg | 50.00000 38935.00| 51.75000 40297.73| 45.00000 35041.50 HMA FOR APPROACHES | | | 0010 720-44000 2.000 EACH| 350.00000 700.00| 285.00000 570.00| 250.00000 500.00 CASTING, ADJUST TO GRADE ,INLET | | | 0011 801-06207 1962.400 m | 3.00000 5887.20| 2.95000 5789.08| 2.54000 4984.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 46.000 EACH| 55.00000 2530.00| 51.00000 2346.00| 50.00000 2300.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 12500.00000 12500.00| 12850.00000 12850.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 278 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,082.41 ROUTE : 250 CALL ORDER : 278 CONTRACT ID : RS-25252-A COUNTIES : SWITZERLAND LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 807-98690 1.000 EACH| 400.00000 400.00| 230.00000 230.00| 200.00000 200.00 HANDHOLE ADJUSTED TO GRADE | | | 0015 808-06712 541.900 m | 0.15000 81.29| 0.14000 75.87| 0.14000 75.87 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 35248.000 m | 0.15000 5287.20| 0.14000 4934.72| 0.14000 4934.72 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 32181.750 m | 0.15000 4827.26| 0.14000 4505.45| 0.14000 4505.45 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 479,386.80| $ 506,129.36| $ 510,508.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 479,386.80| $ 506,129.36| $ 510,508.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 278 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,082.41 ROUTE : 250 CALL ORDER : 278 CONTRACT ID : RS-25252-A COUNTIES : SWITZERLAND LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 28278.79000 28278.79| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 515.200 m2 | 4.50000 2318.40| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 1061.700 Mg | 18.50000 19641.45| | COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 Mg | 81.50000 12225.00| | HMA FOR PATCHING | | | 0006 401-05456 10176.140 Mg | 39.50000 401957.53| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 1300.000 Mg | 44.75000 58175.00| | HMA WEDGE AND LEVEL | | | 0008 406-05520 64.170 Mg | 85.00000 5454.45| | ASPHALT FOR TACK COAT | | | 0009 610-05527 778.700 Mg | 64.75000 50420.83| | HMA FOR APPROACHES | | | 0010 720-44000 2.000 EACH| 375.00000 750.00| | CASTING, ADJUST TO GRADE ,INLET | | | 0011 801-06207 1962.400 m | 3.25000 6377.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 46.000 EACH| 55.00000 2530.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 19500.00000 19500.00| | MAINTAINING TRAFFIC | | | 0014 807-98690 1.000 EACH| 300.00000 300.00| | HANDHOLE ADJUSTED TO GRADE | | | 0015 808-06712 541.900 m | 0.15000 81.29| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 35248.000 m | 0.15000 5287.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 32181.750 m | 0.15000 4827.26| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 625,325.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,325.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,242,863.67 ROUTE : 26, 526, 126 CALL ORDER : 280 CONTRACT ID : RS-25353-A COUNTIES : TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4879009 L010007 0816008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,148,422.74 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,281,087.93 111.5519% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1535.00000 12280.00| 2108.35000 16866.80| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 57811.00000 57811.00| 46959.08000 46959.08| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 45450.000 m2 | 1.40000 63630.00| 2.22000 100899.00| SURFACE MILLING, ASPHALT | | | 0004 303-04075 1070.000 Mg | 14.95000 15996.50| 19.68000 21057.60| COMPACTED AGGREGATE, O, 73 | | | 0005 303-52308 2000.000 Mg | 13.95000 27900.00| 45.44000 90880.00| COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 290.000 Mg | 119.95000 34785.50| 125.34000 36348.60| HMA FOR PATCHING | | | 0007 305-05206 2910.000 Mg | 46.90000 136479.00| 38.12000 110929.20| WIDENING WITH HMA | | | 0008 401-05455 3000.000 Mg | 36.95000 110850.00| 46.00000 138000.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 3000.000 Mg | 45.80000 137400.00| 52.88000 158640.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05457 3800.000 Mg | 42.65000 162070.00| 45.41000 172558.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0011 402-05495 140.000 Mg | 49.95000 6993.00| 60.28000 8439.20| HMA WEDGE AND LEVEL | | | 0012 405-05517 8.500 Mg | 375.00000 3187.50| 375.02000 3187.67| ASPHALT FOR PRIME COAT | | | 0013 406-05520 48.300 Mg | 255.00000 12316.50| 183.85000 8879.96| ASPHALT FOR TACK COAT | | | 0014 503-03489 192.000 EACH| 5.00000 960.00| 3.37000 647.04| RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,242,863.67 ROUTE : 26, 526, 126 CALL ORDER : 280 CONTRACT ID : RS-25353-A COUNTIES : TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 503-05240 226.000 m | 26.75000 6045.50| 20.42000 4614.92| D-1 CONTRACTION JOINT | | | 0016 506-06333 1700.000 m2 | 135.00000 229500.00| 112.81000 191777.00| PCCP PATCHING, FULL DEPTH | | | 0017 605-06140 100.000 m | 131.25000 13125.00| 133.53000 13353.00| CURB AND GUTTER, CONCRETE | | | 0018 610-05527 275.000 Mg | 99.40000 27335.00| 126.20000 34705.00| HMA FOR APPROACHES | | | 0019 615-06520 1.000 EACH| 325.00000 325.00| 360.69000 360.69| MONUMENT, RE-ESTABLISH | | | 0020 720-44000 4.000 EACH| 355.00000 1420.00| 712.14000 2848.56| CASTING, ADJUST TO GRADE | | | 0021 720-44045 1.000 EACH| 640.00000 640.00| 1186.38000 1186.38| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0022 801-06203 750.000 m | 5.10000 3825.00| 4.71000 3532.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06207 720.000 m | 4.95000 3564.00| 3.11000 2239.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0024 801-06640 63.000 EACH| 52.50000 3307.50| 50.00000 3150.00| CONSTRUCTION SIGN, A | | | 0025 801-06710 30.000 DAY | 20.00000 600.00| 15.00000 450.00| FLASHING ARROW SIGN | | | 0026 801-06775 LUMP| 34970.00000 34970.00| 69288.96000 69288.96| MAINTAINING TRAFFIC | | | 0027 805-78470 1906.000 m | 0.53000 1010.18| 0.50000 953.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-78795 661.000 m | 27.30000 18045.30| 26.00000 17186.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 805-92951 3.000 EACH| 315.00000 945.00| 300.00000 900.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0030 808-02977 12.000 EACH| 162.75000 1953.00| 156.50000 1878.00| TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0031 808-06701 637.000 m | 0.77000 490.49| 0.74000 471.38| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0032 808-06703 2317.000 m | 0.77000 1784.09| 0.74000 1714.58| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0033 808-06705 202.000 m | 2.60000 525.20| 2.50000 505.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,242,863.67 ROUTE : 26, 526, 126 CALL ORDER : 280 CONTRACT ID : RS-25353-A COUNTIES : TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06713 6825.000 m | 0.18000 1228.50| 0.17000 1160.25| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0035 808-75240 364.000 m | 0.77000 280.28| 0.74000 269.36| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0036 808-75245 6600.000 m | 0.77000 5082.00| 0.74000 4884.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0037 808-75297 217.000 m | 7.80000 1692.60| 7.50000 1627.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0038 808-75300 850.000 m | 2.00000 1700.00| 1.90000 1615.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0039 808-75320 42.000 EACH| 45.75000 1921.50| 44.00000 1848.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0040 808-75325 22.000 EACH| 62.40000 1372.80| 60.00000 1320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0041 808-75340 1.000 EACH| 244.40000 244.40| 235.00000 235.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0042 808-92027 1089.000 m | 2.60000 2831.40| 2.50000 2722.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,148,422.74| $ 1,281,087.93| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,148,422.74| $ 1,281,087.93| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 284 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,137,756.56 ROUTE : 36 CALL ORDER : 284 CONTRACT ID : RS-25359-B COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0762010 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,143,126.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,154,225.00 100.9709% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1828.88000 10973.28| 2000.00000 12000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 55300.00000 55300.00| 38894.91000 38894.91| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 200.000 m | 15.77000 3154.00| 10.50000 2100.00| GUARDRAIL, REMOVE | | | 0004 202-02286 1.000 EACH| 16806.87000 16806.87| 13000.00000 13000.00| PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 118173.000 m2 | 0.83000 98083.59| 0.70000 82721.10| SURFACE MILLING, ASPHALT | | | 0006 211-02060 91.000 m3 | 22.83000 2077.53| 32.00000 2912.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 350.000 Mg | 19.95000 6982.50| 27.00000 9450.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 Mg | 97.16000 9716.00| 100.00000 10000.00| HMA FOR PATCHING | | | 0009 305-05206 365.000 Mg | 53.32000 19461.80| 85.00000 31025.00| WIDENING WITH HMA | | | 0010 401-05457 9711.000 Mg | 44.91000 436121.01| 50.00000 485550.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0011 402-05495 200.000 Mg | 54.02000 10804.00| 43.00000 8600.00| HMA WEDGE AND LEVEL | | | 0012 404-05511 16979.000 m2 | 0.81000 13752.99| 1.15000 19525.85| SEAL COAT, 2 | | | 0013 405-05518 520.000 m2 | 0.75000 390.00| 1.50000 780.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 32.000 Mg | 161.73000 5175.36| 200.00000 6400.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 284 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,137,756.56 ROUTE : 36 CALL ORDER : 284 CONTRACT ID : RS-25359-B COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-02636 22.860 m | 68.04000 1555.39| 44.00000 1005.84| GUARDRAIL, W BEAM, NESTED | | | 0016 601-04746 2.000 EACH| 5309.14000 10618.28| 5620.00000 11240.00| ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06238 4.000 EACH| 33607.34000 134429.36| 34960.00000 139840.00| IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0018 601-99105 170.000 m | 35.05000 5958.50| 33.50000 5695.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 80.000 m | 164.72000 13177.60| 90.00000 7200.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 605-03656 157.000 m | 88.22000 13850.54| 115.00000 18055.00| CURB, CONCRETE, REPAIR | | | 0021 608-04396 6.000 EACH| 229.75000 1378.50| 400.00000 2400.00| SHOULDER DRAIN | | | 0022 610-05527 925.000 Mg | 89.90000 83157.50| 93.00000 86025.00| HMA FOR APPROACHES | | | 0023 612-04315 27.900 Mg | 824.72000 23009.69| 620.00000 17298.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 512.000 EACH| 6.70000 3430.40| 6.00000 3072.00| DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06520 13.000 EACH| 321.00000 4173.00| 450.00000 5850.00| MONUMENT, RE-ESTABLISH | | | 0026 616-02320 35.000 m2 | 2.78000 97.30| 6.00000 210.00| GEOTEXTILES | | | 0027 616-06405 38.000 Mg | 57.04000 2167.52| 45.00000 1710.00| RIPRAP, REVETMENT | | | 0028 714-26717 13.500 m | 2670.19000 36047.57| 2085.00000 28147.50| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0029 715-02979 13.500 m | 229.09000 3092.72| 235.00000 3172.50| PIPE, POLYETHYLENE LINER, 300 mm | | | 0030 715-03403 13.000 m | 246.64000 3206.32| 250.00000 3250.00| PIPE, POLYETHYLENE LINER, 375 mm | | | 0031 715-03404 13.500 m | 252.77000 3412.40| 260.00000 3510.00| PIPE, POLYETHYLENE LINER, 450 mm | | | 0032 801-06203 1215.000 m | 1.67000 2029.05| 1.00000 1215.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0033 801-06207 1215.000 m | 2.63000 3195.45| 3.00000 3645.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0034 801-06605 2.000 EACH| 82.47000 164.94| 84.00000 168.00| BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 284 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,137,756.56 ROUTE : 36 CALL ORDER : 284 CONTRACT ID : RS-25359-B COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06640 62.000 EACH| 67.01000 4154.62| 68.00000 4216.00| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 41741.80000 41741.80| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0037 805-02503 2650.000 m | 1.01000 2676.50| 1.00000 2650.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78795 775.000 m | 17.37000 13461.75| 17.70000 13717.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 806-53072 LUMP| 17237.60000 17237.60| 17560.00000 17560.00| TEMPORARY TRAFFIC SIGNAL | | | 0040 808-03179 1.000 EACH| 237.11000 237.11| 168.00000 168.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0041 808-06703 1310.000 m | 0.81000 1061.10| 0.96000 1257.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-06712 3074.000 m | 0.14000 430.36| 0.18000 553.32| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 19240.000 m | 0.14000 2693.60| 0.17000 3270.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 6018.000 m | 0.14000 842.52| 0.17000 1023.06| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 400.000 m | 1.53000 612.00| 1.55000 620.00| LINE, REMOVE | | | 0046 808-74815 67.000 m | 7.73000 517.91| 3.92000 262.64| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0047 808-75035 7.200 m | 2.58000 18.58| 3.15000 22.68| LINE, PAINT, SOLID, WHITE, 600 mm | | | 0048 808-75051 397.000 m | 3.25000 1290.25| 3.49000 1385.53| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0049 808-75054 100.000 m | 3.25000 325.00| 3.49000 349.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0050 808-75059 30.000 m | 3.25000 97.50| 3.68000 110.40| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0051 808-75067 24.000 m | 19.07000 457.68| 20.92000 502.08| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0052 808-75071 3.000 EACH| 164.94000 494.82| 141.75000 425.25| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 284 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,137,756.56 ROUTE : 36 CALL ORDER : 284 CONTRACT ID : RS-25359-B COUNTIES : HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75240 358.000 m | 0.81000 289.98| 0.98000 350.84| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0054 808-75245 6215.000 m | 0.81000 5034.15| 0.96000 5966.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75297 202.000 m | 15.46000 3122.92| 9.45000 1908.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0056 808-75300 200.000 m | 3.61000 722.00| 1.43000 286.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0057 808-75320 30.000 EACH| 41.24000 1237.20| 43.05000 1291.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0058 808-75325 20.000 EACH| 56.70000 1134.00| 55.65000 1113.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0059 808-75996 972.000 EACH| 6.19000 6016.68| 4.00000 3888.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-97323 43.200 m | 6.19000 267.41| 15.25000 658.80| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 1,143,126.00| $ 1,154,225.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,143,126.00| $ 1,154,225.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 286 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,560.58 ROUTE : 234 CALL ORDER : 286 CONTRACT ID : RS-25360-B COUNTIES : BOONE HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3454011 3454011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,648,913.88 100.0000% ==================================================================================================================================== |(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 6.000 MOS | 1600.00000 9600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 82425.00000 82425.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 10.000 EACH| 550.00000 5500.00| | HEADWALL, REMOVE | | | 0004 202-02278 13.000 m | 0.01000 0.13| | CURB, CONCRETE, REMOVE | | | 0005 202-60820 11110.000 m2 | 2.50000 27775.00| | SURFACE MILLING, ASPHALT | | | 0006 202-60822 44.000 m2 | 8.00000 352.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 303-52308 14100.000 Mg | 13.25000 186825.00| | COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 125.000 Mg | 235.00000 29375.00| | HMA FOR PATCHING | | | 0009 401-05456 15600.000 Mg | 47.50000 741000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05490 300.000 Mg | 85.00000 25500.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0011 402-05495 4000.000 Mg | 42.00000 168000.00| | HMA WEDGE AND LEVEL | | | 0012 406-05520 65.000 Mg | 200.00000 13000.00| | ASPHALT FOR TACK COAT | | | 0013 605-06140 20.000 m | 200.00000 4000.00| | CURB AND GUTTER, CONCRETE | | | 0014 610-05527 1200.000 Mg | 86.00000 103200.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 286 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,560.58 ROUTE : 234 CALL ORDER : 286 CONTRACT ID : RS-25360-B COUNTIES : BOONE HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06520 17.000 EACH| 500.00000 8500.00| | MONUMENT, RE-ESTABLISH | | | 0016 615-06525 10.000 EACH| 350.00000 3500.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 616-06405 90.000 Mg | 90.00000 8100.00| | RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 425.00000 425.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 350.000 m2 | 1.65000 577.50| | MULCHED SEEDING, U | | | 0020 715-02839 15.400 m | 440.00000 6776.00| | PIPE, POLYETHYLENE LINER, 600 mm | | | 0021 715-02840 25.800 m | 450.00000 11610.00| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0022 715-03403 52.200 m | 250.00000 13050.00| | PIPE, POLYETHYLENE LINER, 375 mm | | | 0023 715-03404 12.800 m | 310.00000 3968.00| | PIPE, POLYETHYLENE LINER, 450 mm | | | 0024 715-05119 16.400 m | 500.00000 8200.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0025 715-05151 153.300 m | 145.00000 22228.50| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0026 715-26766 1.000 EACH| 2400.00000 2400.00| | GRATED BOX END SECTION, I, 2:1, 375 mm | | | 0027 715-96914 56.400 m | 850.00000 47940.00| | PIPE, POLYETHYLENE LINER, 1050 mm | | | 0028 720-44000 1.000 EACH| 350.00000 350.00| | CASTING, ADJUST TO GRADE | | | 0029 720-45045 1.000 EACH| 1400.00000 1400.00| | INLET, J10 | | | 0030 720-45250 1.000 EACH| 1400.00000 1400.00| | CATCH BASIN, K10 | | | 0031 720-45410 2.000 EACH| 1700.00000 3400.00| | MANHOLE, C4 | | | 0032 801-06203 1600.000 m | 2.00000 3200.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0033 801-06207 3200.000 m | 3.75000 12000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0034 801-06640 58.000 EACH| 80.00000 4640.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 286 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,560.58 ROUTE : 234 CALL ORDER : 286 CONTRACT ID : RS-25360-B COUNTIES : BOONE HENDRICKS LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06775 LUMP| 68600.00000 68600.00| | MAINTAINING TRAFFIC | | | 0036 808-04298 2.000 EACH| 275.00000 550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0037 808-06712 4400.000 m | 0.14000 616.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0038 808-06713 50700.000 m | 0.14000 7098.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0039 808-06714 35000.000 m | 0.14000 4900.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0040 808-75297 109.000 m | 11.00000 1199.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0041 808-75996 1700.000 EACH| 3.00000 5100.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-97323 65.000 m | 9.75000 633.75| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 1,648,913.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,648,913.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 61 CALL ORDER : 290 CONTRACT ID : RS-25376-A COUNTIES : WARRICK LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 999,683.71 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,025,468.23 102.5792% 3 35-1878024 RAGLE, INC. $ 1,104,501.90 110.4851% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,202,959.40 120.3340% 5 35-0626844 RUDOLPH, J.H. & CO $ 1,284,144.40 128.4550% 6 35-1534464 CONCRETE PAVERS, INC. $ 1,389,379.20 138.9818% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 292 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,223.52 ROUTE : 231 CALL ORDER : 292 CONTRACT ID : RS-25377-A COUNTIES : DUBOIS MARTIN LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0756023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,282,190.34 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,530,837.60 119.3923% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 | |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 7100.00000 7100.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 63700.00000 63700.00| 58853.00000 58853.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 218000.000 m2 | 0.20000 43600.00| 0.50000 109000.00| SURFACE MILLING, ASPHALT | | | 0004 203-91878 1030.000 m | 17.70000 18231.00| 40.00000 41200.00| LINEAR DITCH GRADING | | | 0005 303-04075 1900.000 Mg | 15.70000 29830.00| 20.00000 38000.00| COMPACTED AGGREGATE, O, 73 | | | 0006 303-52308 25.000 Mg | 49.50000 1237.50| 35.00000 875.00| COMPACTED AGGREGATE, O, 53 | | | 0007 305-05204 1275.000 Mg | 63.00000 80325.00| 90.00000 114750.00| HMA FOR PATCHING | | | 0008 401-05456 18790.000 Mg | 42.00000 789180.00| 46.50000 873735.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 402-05495 100.000 Mg | 57.00000 5700.00| 58.00000 5800.00| HMA WEDGE AND LEVEL | | | 0010 405-05517 41.000 Mg | 280.00000 11480.00| 300.00000 12300.00| ASPHALT FOR PRIME COAT | | | 0011 406-05520 59.500 Mg | 175.00000 10412.50| 225.00000 13387.50| ASPHALT FOR TACK COAT | | | 0012 610-05527 1240.000 Mg | 63.00000 78120.00| 80.00000 99200.00| HMA FOR APPROACHES | | | 0013 616-02320 1500.000 m2 | 1.76000 2640.00| 2.85000 4275.00| GEOTEXTILES | | | 0014 616-06405 900.000 Mg | 32.40000 29160.00| 35.00000 31500.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 292 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,223.52 ROUTE : 231 CALL ORDER : 292 CONTRACT ID : RS-25377-A COUNTIES : DUBOIS MARTIN LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 | |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 2133.000 m | 3.00000 6399.00| 4.30000 9171.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0016 801-06207 2133.000 m | 4.84000 10323.72| 4.30000 9171.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 47.000 EACH| 60.00000 2820.00| 55.00000 2585.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 41000.00000 41000.00| 46000.00000 46000.00| MAINTAINING TRAFFIC | | | 0019 805-02503 125.000 m | 1.00000 125.00| 4.50000 562.50| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 60.000 m | 30.00000 1800.00| 23.00000 1380.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06712 14143.000 m | 0.14000 1980.02| 0.15000 2121.45| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0022 808-06713 42000.000 m | 0.14000 5880.00| 0.15000 6300.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 23645.000 m | 0.14000 3310.30| 0.15000 3546.75| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-75297 50.000 m | 13.00000 650.00| 14.00000 700.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75300 22.000 m | 3.25000 71.50| 3.50000 77.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0026 808-75996 1576.000 EACH| 2.55000 4018.80| 2.60000 4097.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1576.000 EACH| 21.00000 33096.00| 23.00000 36248.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,282,190.34| $ 1,530,837.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,282,190.34| $ 1,530,837.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,889,652.85 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,025,069.30 107.1662% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,055,200.00 108.7607% 4 35-1139301 E & B PAVING, INC. $ 2,077,737.35 109.9533% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., 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 12.000 MOS | 950.00000 11400.00| 600.00000 7200.00| 1200.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3960.00000 3960.00| 5000.00000 5000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 38527.00000 38527.00| 65900.00000 65900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 522.000 m | 19.00000 9918.00| 20.00000 10440.00| 60.00000 31320.00 CURB, CONCRETE, REMOVE | | | 0005 202-60820 13950.000 m2 | 1.35000 18832.50| 1.00000 13950.00| 0.65000 9067.50 SURFACE MILLING, ASPHALT | | | 0006 211-02060 8.700 m3 | 34.60000 301.02| 36.00000 313.20| 40.00000 348.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-04095 3000.000 Mg | 21.00000 63000.00| 23.00000 69000.00| 17.50000 52500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 303-98541 100.000 Mg | 30.00000 3000.00| 65.00000 6500.00| 20.00000 2000.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0009 305-05204 750.000 Mg | 60.00000 45000.00| 130.00000 97500.00| 125.00000 93750.00 HMA FOR PATCHING | | | 0010 401-05455 21065.000 Mg | 32.80000 690932.00| 34.00000 716210.00| 37.20000 783618.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 12500.000 Mg | 45.00000 562500.00| 48.00000 600000.00| 49.00000 612500.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 2260.00000 2260.00 PROFILOGRAPH, HMA | | | 0013 402-05495 1000.000 Mg | 46.70000 46700.00| 50.00000 50000.00| 38.00000 38000.00 HMA WEDGE AND LEVEL | | | 0014 405-05517 45.000 Mg | 300.00000 13500.00| 300.00000 13500.00| 300.00000 13500.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 100.000 Mg | 175.00000 17500.00| 210.00000 21000.00| 200.00000 20000.00 ASPHALT FOR TACK COAT | | | 0016 605-06120 522.000 m | 62.00000 32364.00| 83.00000 43326.00| 55.00000 28710.00 CURB, CONCRETE | | | 0017 610-05527 2390.000 Mg | 61.00000 145790.00| 80.00000 191200.00| 45.00000 107550.00 HMA FOR APPROACHES | | | 0018 616-02320 510.000 m2 | 2.80000 1428.00| 2.85000 1453.50| 2.50000 1275.00 GEOTEXTILES | | | 0019 616-06406 460.000 m2 | 29.30000 13478.00| 30.00000 13800.00| 28.00000 12880.00 RIPRAP, REVETMENT | | | 0020 702-51863 48.000 EACH| 15.00000 720.00| 15.00000 720.00| 14.00000 672.00 FIELD DRILLED HOLE IN CONCRETE | | | 0021 703-06029 56.000 kg | 2.28000 127.68| 2.30000 128.80| 55.00000 3080.00 REINFORCING BARS, EPOXY COATED | | | 0022 714-26702 1.800 m | 1895.00000 3411.00| 2000.00000 3600.00| 1550.00000 2790.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0023 714-44240 3.000 m3 | 732.00000 2196.00| 750.00000 2250.00| 440.00000 1320.00 CONCRETE, A, STRUCTURES | | | 0024 714-95538 7.200 m | 1075.00000 7740.00| 1100.00000 7920.00| 1100.00000 7920.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 600 mm x 600 mm | | | 0025 720-44000 1.000 EACH| 365.00000 365.00| 500.00000 500.00| 875.00000 875.00 CASTING, ADJUST TO GRADE | | | 0026 801-06203 2320.000 m | 1.35000 3132.00| 4.50000 10440.00| 1.00000 2320.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 2255.000 m | 4.10000 9245.50| 4.50000 10147.50| 2.35000 5299.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 64.000 EACH| 59.00000 3776.00| 60.00000 3840.00| 59.00000 3776.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 25000.00000 25000.00| 23000.00000 23000.00| 73635.55000 73635.55 MAINTAINING TRAFFIC | | | 0030 805-02503 310.000 m | 1.26000 390.60| 4.50000 1395.00| 4.50000 1395.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 140.000 m | 24.00000 3360.00| 21.00000 2940.00| 21.00000 2940.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 808-06712 2085.000 m | 0.14000 291.90| 0.14000 291.90| 0.13000 271.05 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0033 808-06713 47500.000 m | 0.14000 6650.00| 0.14000 6650.00| 0.14000 6650.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06714 36510.000 m | 0.14000 5111.40| 0.14000 5111.40| 0.14000 5111.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 65.000 m | 8.65000 562.25| 9.00000 585.00| 8.65000 562.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 290.000 m | 2.20000 638.00| 2.20000 638.00| 2.20000 638.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0037 808-75320 2.000 EACH| 65.00000 130.00| 70.00000 140.00| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0038 808-75325 2.000 EACH| 85.00000 170.00| 90.00000 180.00| 85.00000 170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0039 808-75996 1640.000 EACH| 2.80000 4592.00| 2.80000 4592.00| 4.65000 7626.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 1640.000 EACH| 21.00000 34440.00| 22.00000 36080.00| 21.00000 34440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,889,652.85| $ 2,025,069.30| $ 2,055,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,889,652.85| $ 2,025,069.30| $ 2,055,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 12.000 MOS | 1650.00000 19800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6600.00000 6600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 103000.00000 103000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 522.000 m | 18.40000 9604.80| | CURB, CONCRETE, REMOVE | | | 0005 202-60820 13950.000 m2 | 1.26000 17577.00| | SURFACE MILLING, ASPHALT | | | 0006 211-02060 8.700 m3 | 34.60000 301.02| | B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-04095 3000.000 Mg | 20.85000 62550.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 303-98541 100.000 Mg | 30.00000 3000.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0009 305-05204 750.000 Mg | 100.00000 75000.00| | HMA FOR PATCHING | | | 0010 401-05455 21065.000 Mg | 37.00000 779405.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 12500.000 Mg | 46.00000 575000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 11000.00000 11000.00| | PROFILOGRAPH, HMA | | | 0013 402-05495 1000.000 Mg | 50.00000 50000.00| | HMA WEDGE AND LEVEL | | | 0014 405-05517 45.000 Mg | 400.00000 18000.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 100.000 Mg | 205.00000 20500.00| | ASPHALT FOR TACK COAT | | | 0016 605-06120 522.000 m | 72.40000 37792.80| | CURB, CONCRETE | | | 0017 610-05527 2390.000 Mg | 57.45000 137305.50| | HMA FOR APPROACHES | | | 0018 616-02320 510.000 m2 | 2.80000 1428.00| | GEOTEXTILES | | | 0019 616-06406 460.000 m2 | 29.30000 13478.00| | RIPRAP, REVETMENT | | | 0020 702-51863 48.000 EACH| 15.00000 720.00| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 703-06029 56.000 kg | 2.28000 127.68| | REINFORCING BARS, EPOXY COATED | | | 0022 714-26702 1.800 m | 1895.00000 3411.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0023 714-44240 3.000 m3 | 732.00000 2196.00| | CONCRETE, A, STRUCTURES | | | 0024 714-95538 7.200 m | 1075.00000 7740.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 600 mm x 600 mm | | | 0025 720-44000 1.000 EACH| 365.00000 365.00| | CASTING, ADJUST TO GRADE | | | 0026 801-06203 2320.000 m | 3.16000 7331.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 2255.000 m | 3.52000 7937.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 64.000 EACH| 62.00000 3968.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 47000.00000 47000.00| | MAINTAINING TRAFFIC | | | 0030 805-02503 310.000 m | 1.00000 310.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 140.000 m | 26.25000 3675.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 808-06712 2085.000 m | 0.15000 312.75| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0033 808-06713 47500.000 m | 0.15000 7125.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 36510.000 m | 0.15000 5476.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 65.000 m | 9.50000 617.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 290.000 m | 4.00000 1160.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0037 808-75320 2.000 EACH| 75.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0038 808-75325 2.000 EACH| 100.00000 200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 294 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,603,329.40 ROUTE : SR 65 CALL ORDER : 294 CONTRACT ID : RS-25378-A COUNTIES : GIBSON PIKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75996 1640.000 EACH| 2.80000 4592.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 1640.000 EACH| 19.50000 31980.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,077,737.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,077,737.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 302 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 25, 17 CALL ORDER : 302 CONTRACT ID : RS-25439-A COUNTIES : CASS LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 737,736.71 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 304 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,683,861.90 ROUTE : 421 CALL ORDER : 304 CONTRACT ID : RS-25440-A COUNTIES : WHITE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,345,831.16 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,542,950.55 114.6466% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,896,146.96 140.8904% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1550.00000 9300.00| 2217.42000 13304.52 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4100.00000 4100.00| 9500.00000 9500.00| 10900.00000 10900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 88178.22000 88178.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 45.000 m2 | 30.00000 1350.00| 27.00000 1215.00| 10.25000 461.25 PAVEMENT, REMOVE | | | 0005 202-02278 583.000 m | 15.00000 8745.00| 17.00000 9911.00| 25.13000 14650.79 CURB, CONCRETE, REMOVE | | | 0006 202-60820 115566.000 m2 | 0.50000 57783.00| 0.70000 80896.20| 0.64000 73962.24 SURFACE MILLING, ASPHALT | | | 0007 202-90277 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 350.00000 350.00 DETECTOR HOUSING, REMOVE | | | 0008 202-93741 3.000 EACH| 250.00000 750.00| 500.00000 1500.00| 250.00000 750.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02000 1100.000 m3 | 15.00000 16500.00| 19.00000 20900.00| 38.42000 42262.00 EXCAVATION, COMMON | | | 0010 203-02070 88.000 m3 | 30.00000 2640.00| 17.50000 1540.00| 22.00000 1936.00 BORROW | | | 0011 203-91878 23.000 m | 95.00000 2185.00| 15.00000 345.00| 48.21000 1108.83 LINEAR DITCH GRADING | | | 0012 211-02050 40.000 m3 | 12.50000 500.00| 15.00000 600.00| 37.99000 1519.60 B BORROW | | | 0013 211-02060 12.000 m3 | 12.50000 150.00| 15.00000 180.00| 57.65000 691.80 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04095 1968.000 Mg | 13.00000 25584.00| 16.25000 31980.00| 16.42000 32314.56 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 304 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,683,861.90 ROUTE : 421 CALL ORDER : 304 CONTRACT ID : RS-25440-A COUNTIES : WHITE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 1264.000 Mg | 15.00000 18960.00| 15.50000 19592.00| 21.13000 26708.32 COMPACTED AGGREGATE, O, 53 | | | 0016 305-05204 520.000 Mg | 120.00000 62400.00| 230.00000 119600.00| 246.31000 128081.20 HMA FOR PATCHING | | | 0017 401-05437 1686.000 Mg | 35.00000 59010.00| 39.00000 65754.00| 53.18000 89661.48 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 14620.000 Mg | 26.46000 386845.20| 32.00000 467840.00| 38.67000 565355.40 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 9242.000 Mg | 37.00000 341954.00| 40.00000 369680.00| 45.94000 424577.48 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 406-05520 70.000 Mg | 100.00000 7000.00| 220.00000 15400.00| 184.97000 12947.90 ASPHALT FOR TACK COAT | | | 0021 601-92948 3614.000 m | 6.50000 23491.00| 6.60000 23852.40| 6.50000 23491.00 GUARDRAIL, ADJUST HEIGHT | | | 0022 601-94689 3.000 EACH| 2450.00000 7350.00| 2500.00000 7500.00| 2450.00000 7350.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 605-06120 583.000 m | 47.25000 27546.75| 60.00000 34980.00| 56.30000 32822.90 CURB, CONCRETE | | | 0025 610-05527 692.000 Mg | 81.30000 56259.60| 60.00000 41520.00| 120.01000 83046.92 HMA FOR APPROACHES | | | 0026 611-05330 105.000 m2 | 69.10000 7255.50| 53.00000 5565.00| 94.68000 9941.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-95023 6.000 EACH| 250.00000 1500.00| 110.00000 660.00| 200.00000 1200.00 MAILBOX ASSEMBLY, RESET | | | 0028 612-04315 30.500 Mg | 650.00000 19825.00| 660.00000 20130.00| 555.00000 16927.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0029 612-60410 560.000 EACH| 6.00000 3360.00| 6.25000 3500.00| 5.60000 3136.00 DRILLED HOLE FOR UNDERSEAL | | | 0030 621-06574 400.000 m2 | 9.55000 3820.00| 9.75000 3900.00| 9.55000 3820.00 SODDING | | | 0031 715-03584 2.000 EACH| 961.75000 1923.50| 600.00000 1200.00| 627.68000 1255.36 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0032 715-05052 135.000 m | 104.05000 14046.75| 105.00000 14175.00| 73.90000 9976.50 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0033 715-05121 14.630 m | 326.00000 4769.38| 355.00000 5193.65| 422.52000 6181.47 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0034 720-44000 17.000 EACH| 329.00000 5593.00| 320.00000 5440.00| 573.21000 9744.57 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 304 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,683,861.90 ROUTE : 421 CALL ORDER : 304 CONTRACT ID : RS-25440-A COUNTIES : WHITE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 720-45035 3.000 EACH| 3220.00000 9660.00| 1200.00000 3600.00| 1665.41000 4996.23 INLET, F7 | | | 0036 724-03276 56.000 m | 83.90000 4698.40| 87.00000 4872.00| 398.99000 22343.44 EXPANSION JOINT SEALING SYSTEM | | | 0037 801-06203 5320.000 m | 0.40000 2128.00| 1.00000 5320.00| 2.26000 12023.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0038 801-06207 2660.000 m | 3.01000 8006.60| 4.00000 10640.00| 3.07000 8166.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0039 801-06640 65.000 EACH| 50.00000 3250.00| 51.00000 3315.00| 50.01000 3250.65 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 49400.00000 49400.00| 7000.00000 7000.00| 63382.48000 63382.48 MAINTAINING TRAFFIC | | | 0041 805-02503 804.000 m | 0.82000 659.28| 0.85000 683.40| 0.50000 402.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0042 805-78510 220.000 m | 1.97000 433.40| 2.00000 440.00| 3.50000 770.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0043 805-78785 3.000 EACH| 400.00000 1200.00| 400.00000 1200.00| 750.00000 2250.00 SIGNAL DETECTOR HOUSING | | | 0044 805-78795 260.000 m | 29.52000 7675.20| 29.60000 7696.00| 32.00000 8320.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0045 805-92951 7.000 EACH| 200.00000 1400.00| 200.00000 1400.00| 275.00000 1925.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0046 808-04298 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00| 242.00000 968.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0047 808-06713 26380.000 m | 0.13000 3429.40| 0.14000 3693.20| 0.15000 3957.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06721 158.000 m | 2.50000 395.00| 2.60000 410.80| 2.50000 395.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0049 808-75069 44.000 m | 5.50000 242.00| 5.60000 246.40| 9.00000 396.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0050 808-75240 3110.000 m | 0.79000 2456.90| 0.80000 2488.00| 0.75000 2332.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75245 5145.000 m | 0.79000 4064.55| 0.80000 4116.00| 0.75000 3858.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 87.000 m | 7.85000 682.95| 8.00000 696.00| 9.50000 826.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 304 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,683,861.90 ROUTE : 421 CALL ORDER : 304 CONTRACT ID : RS-25440-A COUNTIES : WHITE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75996 683.000 EACH| 3.60000 2458.80| 3.00000 2049.00| 2.60000 1775.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 683.000 EACH| 18.00000 12294.00| 18.50000 12635.50| 21.00000 14343.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,345,831.16| $ 1,542,950.55| $ 1,896,146.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,345,831.16| $ 1,542,950.55| $ 1,896,146.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 308 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,777,777.77 ROUTE : SR 46 CALL ORDER : 308 CONTRACT ID : RS-25455-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,192,449.81 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,315,068.77 110.2829% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,607,382.15 134.7966% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |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 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 50000.00000 50000.00| 65750.00000 65750.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 102386.060 m2 | 0.15000 15357.91| 0.20000 20477.21| 0.57000 58360.05 SURFACE MILLING, ASPHALT | | | 0004 203-02000 3937.000 m3 | 5.00000 19685.00| 8.40000 33070.80| 10.25000 40354.25 EXCAVATION, COMMON | | | 0005 303-52308 2940.900 Mg | 12.00000 35290.80| 13.00000 38231.70| 12.95000 38084.66 COMPACTED AGGREGATE, O, 53 | | | 0006 303-52309 2413.400 Mg | 15.00000 36201.00| 16.25000 39217.75| 16.25000 39217.75 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 1880.400 Mg | 48.50000 91199.40| 45.00000 84618.00| 75.00000 141030.00 HMA FOR PATCHING | | | 0008 401-05454 16893.700 Mg | 25.00000 422342.50| 28.00000 473023.60| 29.40000 496674.78 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 7679.200 Mg | 31.00000 238055.20| 32.00000 245734.40| 38.70000 297185.04 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | 0011 402-05498 4533.800 Mg | 30.00000 136014.00| 31.00000 140547.80| 33.00000 149615.40 HMA FOR PARKING AREA | | | 0012 406-05520 90.100 Mg | 175.00000 15767.50| 250.00000 22525.00| 200.00000 18020.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 2217.200 Mg | 36.00000 79819.20| 42.00000 93122.40| 68.00000 150769.60 HMA FOR APPROACHES | | | 0014 801-06207 1207.200 m | 7.00000 8450.40| 3.25000 3923.40| 4.00000 4828.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 308 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,777,777.77 ROUTE : SR 46 CALL ORDER : 308 CONTRACT ID : RS-25455-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 34.000 EACH| 55.00000 1870.00| 50.00000 1700.00| 63.00000 2142.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 25000.00000 25000.00| 37656.27000 37656.27| 74250.00000 74250.00 MAINTAINING TRAFFIC | | | 0017 808-06712 1173.000 m | 0.15000 175.95| 0.14000 164.22| 0.17000 199.41 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 24144.000 m | 0.15000 3621.60| 0.14000 3380.16| 0.17000 4104.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 17329.000 m | 0.15000 2599.35| 0.14000 2426.06| 0.17000 2945.93 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,192,449.81| $ 1,315,068.77| $ 1,607,382.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,192,449.81| $ 1,315,068.77| $ 1,607,382.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 719,188.46 ROUTE : SR 46 AND US 421 CALL ORDER : 310 CONTRACT ID : RS-25456-A COUNTIES : DECATUR LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 388,825.03 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 407,425.00 104.7836% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |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 4.000 MOS | 1100.00000 4400.00| 1000.00000 4000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 14000.00000 14000.00| 5518.46000 5518.46| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 71671.000 m2 | 0.30000 21501.30| 0.28000 20067.88| SURFACE MILLING, ASPHALT | | | 0004 305-05204 350.000 Mg | 70.00000 24500.00| 56.00000 19600.00| HMA FOR PATCHING | | | 0005 401-05456 6176.000 Mg | 32.50000 200720.00| 40.35000 249201.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 16.740 Mg | 175.00000 2929.50| 110.00000 1841.40| ASPHALT FOR TACK COAT | | | 0007 610-05527 655.983 Mg | 59.00000 38703.00| 57.50000 37719.02| HMA FOR APPROACHES | | | 0008 720-44000 106.000 EACH| 125.00000 13250.00| 175.00000 18550.00| CASTING, ADJUST TO GRADE | | | 0009 801-06640 45.000 EACH| 55.00000 2475.00| 50.00000 2250.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 16000.00000 16000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0011 805-78470 2448.000 m | 0.55000 1346.40| 0.50000 1224.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78510 244.800 m | 3.75000 918.00| 3.50000 856.80| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0013 805-78795 612.000 m | 28.00000 17136.00| 26.50000 16218.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 805-92951 30.000 EACH| 185.00000 5550.00| 185.00000 5550.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0015 807-98690 25.000 EACH| 225.00000 5625.00| 225.00000 5625.00| HANDHOLE ADJUSTED TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 719,188.46 ROUTE : SR 46 AND US 421 CALL ORDER : 310 CONTRACT ID : RS-25456-A COUNTIES : DECATUR LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-04298 2.000 EACH| 260.00000 520.00| 245.00000 490.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0017 808-06712 1033.250 m | 0.20000 206.65| 0.19000 196.32| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 3254.000 m | 0.20000 650.80| 0.19000 618.26| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 5275.000 m | 0.20000 1055.00| 0.19000 1002.25| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-74815 523.900 m | 4.20000 2200.38| 3.92000 2053.69| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0021 808-75065 2.000 EACH| 100.00000 200.00| 95.00000 190.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0022 808-75297 320.500 m | 8.00000 2564.00| 7.83000 2509.52| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75320 34.000 EACH| 50.00000 1700.00| 48.00000 1632.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 9.000 EACH| 70.00000 630.00| 68.00000 612.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 202-52710 56.400 m2 | 15.00000 846.00| 8.00000 451.20| SIDEWALK, CONCRETE, REMOVE | | | 0026 202-02278 28.200 m | 15.00000 423.00| 8.00000 225.60| CURB, CONCRETE, REMOVE | | | 0027 604-06070 35.600 m2 | 50.00000 1780.00| 20.00000 712.00| SIDEWALK, CONCRETE , 250 mm | | | 0028 605-06120 28.200 m | 60.00000 1692.00| 20.00000 564.00| CURB, CONCRETE | | | 0029 604-06069 20.800 m2 | 80.00000 1664.00| 25.00000 520.00| CURB RAMP, CONCRETE , 250 mm | | | 0030 801-06207 1213.000 m | 3.00000 3639.00| 2.00000 2426.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 388,825.03| $ 407,425.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,825.03| $ 407,425.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 314 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,524.25 ROUTE : 3 CALL ORDER : 314 CONTRACT ID : RS-25458-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1992002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 860,719.50 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 881,300.00 102.3910% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,016,503.65 118.0992% 4 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 1,063,877.97 123.6033% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, 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 5.000 MOS | 1000.00000 5000.00| 1200.00000 6000.00| 1330.99000 6654.95 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 42942.00000 42942.00| 50700.00000 50700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02274 1200.000 m | 8.00000 9600.00| 11.00000 13200.00| 6.00000 7200.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0004 202-60820 12925.000 m2 | 1.00000 12925.00| 0.86000 11115.50| 1.03000 13312.75 SURFACE MILLING, ASPHALT | | | 0005 202-60822 65173.000 m2 | 1.50000 97759.50| 1.80000 117311.40| 1.83000 119266.59 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 303-52308 25.000 Mg | 40.00000 1000.00| 65.00000 1625.00| 120.67000 3016.75 COMPACTED AGGREGATE, O, 53 | | | 0007 305-05206 680.000 Mg | 50.00000 34000.00| 38.00000 25840.00| 64.98000 44186.40 WIDENING WITH HMA | | | 0008 401-05456 6845.000 Mg | 45.00000 308025.00| 43.00000 294335.00| 58.65000 401459.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 24.000 Mg | 200.00000 4800.00| 200.00000 4800.00| 256.44000 6154.56 ASPHALT FOR TACK COAT | | | 0010 503-05240 150.000 m | 20.00000 3000.00| 23.00000 3450.00| 8.44000 1266.00 D-1 CONTRACTION JOINT | | | 0011 506-06333 2300.000 m2 | 90.00000 207000.00| 100.00000 230000.00| 93.90000 215970.00 PCCP PATCHING, FULL DEPTH | | | 0012 605-06090 1200.000 m | 40.00000 48000.00| 39.50000 47400.00| 40.67000 48804.00 CURB, INTEGRAL, CONCRETE | | | 0013 720-44000 2.000 EACH| 600.00000 1200.00| 325.00000 650.00| 501.67000 1003.34 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 314 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,524.25 ROUTE : 3 CALL ORDER : 314 CONTRACT ID : RS-25458-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06207 1600.000 m | 4.00000 6400.00| 2.70000 4320.00| 3.27000 5232.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 40.000 EACH| 60.00000 2400.00| 50.00000 2000.00| 54.56000 2182.40 CONSTRUCTION SIGN, A | | | 0016 801-06710 90.000 DAY | 20.00000 1800.00| 20.00000 1800.00| 23.67000 2130.30 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 40000.00000 40000.00| 31052.84000 31052.84| 35312.18000 35312.18 MAINTAINING TRAFFIC | | | 0018 805-01836 221.000 m | 3.00000 663.00| 2.28000 503.88| 2.15000 475.15 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0019 805-02503 2208.000 m | 2.00000 4416.00| 1.36000 3002.88| 0.89000 1965.12 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 552.000 m | 20.00000 11040.00| 18.51000 10217.52| 32.21000 17779.92 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06701 2131.000 m | 1.00000 2131.00| 0.78000 1662.18| 0.85000 1811.35 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0022 808-06703 1026.000 m | 1.00000 1026.00| 0.78000 800.28| 0.85000 872.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0023 808-75240 1560.000 m | 1.00000 1560.00| 0.78000 1216.80| 0.85000 1326.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0024 808-75245 8524.000 m | 1.00000 8524.00| 0.78000 6648.72| 0.85000 7245.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0025 808-75278 38.000 m | 5.00000 190.00| 4.50000 171.00| 4.91000 186.58 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0026 808-75297 102.000 m | 10.00000 1020.00| 9.00000 918.00| 9.82000 1001.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75300 180.000 m | 3.00000 540.00| 2.25000 405.00| 2.46000 442.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0028 808-75320 35.000 EACH| 60.00000 2100.00| 52.00000 1820.00| 56.74000 1985.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 26.000 EACH| 100.00000 2600.00| 72.00000 1872.00| 78.57000 2042.82 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 314 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,524.25 ROUTE : 3 CALL ORDER : 314 CONTRACT ID : RS-25458-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 808-92027 200.000 m | 4.00000 800.00| 3.00000 600.00| 3.27000 654.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0031 612-04315 18.000 Mg | 1000.00000 18000.00| 650.00000 11700.00| 709.30000 12767.40 ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-60410 320.000 EACH| 10.00000 3200.00| 6.00000 1920.00| 6.55000 2096.00 DRILLED HOLE FOR UNDERSEAL | | | SECTION TOTALS | $ 860,719.50| $ 881,300.00| $ 1,016,503.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,719.50| $ 881,300.00| $ 1,016,503.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 314 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,524.25 ROUTE : 3 CALL ORDER : 314 CONTRACT ID : RS-25458-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-0476452 | | |HANSON AGGREGATES MIDWEST, 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 5.000 MOS | 1200.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 28750.00000 28750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02274 1200.000 m | 4.20000 5040.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0004 202-60820 12925.000 m2 | 2.70000 34897.50| | SURFACE MILLING, ASPHALT | | | 0005 202-60822 65173.000 m2 | 2.75000 179225.75| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 303-52308 25.000 Mg | 26.55000 663.75| | COMPACTED AGGREGATE, O, 53 | | | 0007 305-05206 680.000 Mg | 45.30000 30804.00| | WIDENING WITH HMA | | | 0008 401-05456 6845.000 Mg | 52.25000 357651.25| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 24.000 Mg | 215.00000 5160.00| | ASPHALT FOR TACK COAT | | | 0010 503-05240 150.000 m | 29.40000 4410.00| | D-1 CONTRACTION JOINT | | | 0011 506-06333 2300.000 m2 | 119.75000 275425.00| | PCCP PATCHING, FULL DEPTH | | | 0012 605-06090 1200.000 m | 27.30000 32760.00| | CURB, INTEGRAL, CONCRETE | | | 0013 720-44000 2.000 EACH| 577.50000 1155.00| | CASTING, ADJUST TO GRADE | | | 0014 801-06207 1600.000 m | 3.35000 5360.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 40.000 EACH| 52.50000 2100.00| | CONSTRUCTION SIGN, A | | | 0016 801-06710 90.000 DAY | 14.70000 1323.00| | FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 42500.00000 42500.00| | MAINTAINING TRAFFIC | | | 0018 805-01836 221.000 m | 3.70000 817.70| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 314 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,524.25 ROUTE : 3 CALL ORDER : 314 CONTRACT ID : RS-25458-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-0476452 | | |HANSON AGGREGATES MIDWEST, I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-02503 2208.000 m | 3.70000 8169.60| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 552.000 m | 18.90000 10432.80| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06701 2131.000 m | 0.82000 1747.42| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0022 808-06703 1026.000 m | 0.82000 841.32| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0023 808-75240 1560.000 m | 0.82000 1279.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0024 808-75245 8524.000 m | 0.82000 6989.68| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0025 808-75278 38.000 m | 4.75000 180.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0026 808-75297 102.000 m | 9.45000 963.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75300 180.000 m | 2.35000 423.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0028 808-75320 35.000 EACH| 54.60000 1911.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 26.000 EACH| 75.60000 1965.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-92027 200.000 m | 3.15000 630.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0031 612-04315 18.000 Mg | 682.50000 12285.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-60410 320.000 EACH| 6.30000 2016.00| | DRILLED HOLE FOR UNDERSEAL | | | SECTION TOTALS | $ 1,063,877.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,063,877.97| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,021.78 ROUTE : SR 32 CALL ORDER : 320 CONTRACT ID : RS-25469-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,078,229.51 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 103800.00000 103800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 188932.500 m2 | 1.00000 188932.50| | SURFACE MILLING, ASPHALT 25mm | | | 0005 305-05204 613.700 Mg | 210.00000 128877.00| | HMA FOR PATCHING | | | 0006 305-05206 499.000 Mg | 51.00000 25449.00| | WIDENING WITH HMA | | | 0007 401-05454 10703.100 Mg | 41.00000 438827.10| | QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0008 401-05456 10084.200 Mg | 51.00000 514294.20| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 401-05462 4297.900 Mg | 41.00000 176213.90| | QC/QA HMA INTERMEDIATE 12.5 mm, | | | SHOULDER --VOLUMETRIC | | | 0010 401-05464 3704.300 Mg | 51.00000 188919.30| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | 0011 405-05517 1.500 Mg | 100.00000 150.00| | ASPHALT FOR PRIME COAT | | | 0012 406-05520 89.800 Mg | 200.00000 17960.00| | ASPHALT FOR TACK COAT | | | 0013 610-05527 1031.800 Mg | 90.00000 92862.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,021.78 ROUTE : SR 32 CALL ORDER : 320 CONTRACT ID : RS-25469-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 720-44000 21.000 EACH| 400.00000 8400.00| | CASTING, ADJUST TO GRADE | | | 0015 801-04308 2.000 EACH| 350.00000 700.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06196 2.000 EACH| 275.00000 550.00| | DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0017 801-06203 1752.000 m | 1.20000 2102.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 1752.000 m | 4.00000 7008.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06605 12.000 EACH| 100.00000 1200.00| | BARRICADE, IIIA | | | 0020 801-06606 12.000 EACH| 120.00000 1440.00| | BARRICADE, IIIB | | | 0021 801-06640 69.000 EACH| 110.00000 7590.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 103000.00000 103000.00| | MAINTAINING TRAFFIC | | | 0023 805-02328 147.000 m | 4.50000 661.50| | SIGNAL CABLE, 1C 14GA. | | | 0024 805-78795 36.600 m | 21.50000 786.90| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 805-94682 6.000 EACH| 45.00000 270.00| | LOOP TESTING | | | 0026 808-06711 3878.500 m | 0.14000 542.99| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0027 808-06713 18109.000 m | 0.14000 2535.26| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0028 808-06714 15574.000 m | 0.14000 2180.36| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0029 808-06723 6.000 EACH| 45.00000 270.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0030 808-06726 61.700 m | 8.00000 493.60| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0031 808-75325 5.000 EACH| 68.00000 340.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,021.78 ROUTE : SR 32 CALL ORDER : 320 CONTRACT ID : RS-25469-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75996 646.000 EACH| 4.00000 2584.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 646.000 EACH| 18.25000 11789.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,078,229.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,078,229.51| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 326 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,811.05 ROUTE : SR 9 CALL ORDER : 326 CONTRACT ID : RS-25479-A COUNTIES : NOBLE WHITLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0996013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 480,133.75 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 540,539.25 112.5809% 3 35-1139301 E & B PAVING, INC. $ 638,937.70 133.0749% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-1139301 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1150.00000 4600.00| 1255.00000 5020.00| 1700.00000 6800.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 21500.00000 21500.00| 26000.00000 26000.00| 31900.00000 31900.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 116900.000 m2 | 0.25000 29225.00| 0.22000 25718.00| 0.40000 46760.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 500.000 Mg | 14.00000 7000.00| 24.25000 12125.00| 17.86000 8930.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 200.000 Mg | 45.00000 9000.00| 63.28000 12656.00| 80.00000 16000.00 HMA FOR PATCHING , MAINLINE | | | 0006 305-05204 625.000 Mg | 45.00000 28125.00| 63.28000 39550.00| 90.00000 56250.00 HMA FOR PATCHING , SHOULDER | | | 0007 401-05456 9925.000 Mg | 28.50000 282862.50| 32.73000 324845.25| 38.00000 377150.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 30.000 Mg | 250.00000 7500.00| 151.01000 4530.30| 140.00000 4200.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 600.000 Mg | 58.00000 34800.00| 58.59000 35154.00| 62.00000 37200.00 HMA FOR APPROACHES | | | 0010 801-06203 1500.000 m | 1.05000 1575.00| 0.60000 900.00| 0.62000 930.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 1500.000 m | 2.50000 3750.00| 2.56000 3840.00| 2.90000 4350.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 40.000 EACH| 150.00000 6000.00| 32.00000 1280.00| 32.00000 1280.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 12600.00000 12600.00| 19530.00000 19530.00| 16600.00000 16600.00 MAINTAINING TRAFFIC | | | 0014 808-06713 29000.000 m | 0.15000 4350.00| 0.14000 4060.00| 0.14000 4060.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 326 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,811.05 ROUTE : SR 9 CALL ORDER : 326 CONTRACT ID : RS-25479-A COUNTIES : NOBLE WHITLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-1139301 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75240 3625.000 m | 0.85000 3081.25| 0.80000 2900.00| 0.80000 2900.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0016 808-75245 6300.000 m | 0.85000 5355.00| 0.80000 5040.00| 0.80000 5040.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0017 808-75996 855.000 EACH| 2.00000 1710.00| 2.75000 2351.25| 3.24000 2770.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 855.000 EACH| 20.00000 17100.00| 17.59000 15039.45| 18.50000 15817.50 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | SECTION TOTALS | $ 480,133.75| $ 540,539.25| $ 638,937.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 480,133.75| $ 540,539.25| $ 638,937.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 328 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,845.17 ROUTE : 24 CALL ORDER : 328 CONTRACT ID : RS-25480-A COUNTIES : HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/21/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1460020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 957,659.32 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,166,255.62 121.7818% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 788.00000 4728.00| 1155.00000 6930.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 47000.00000 47000.00| 58300.00000 58300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 152489.000 m2 | 0.50000 76244.50| 0.45000 68620.05| SURFACE MILLING, ASPHALT | | | 0004 202-90277 3.000 EACH| 125.00000 375.00| 125.00000 375.00| DETECTOR HOUSING, REMOVE | | | 0005 202-91385 2.000 EACH| 125.00000 250.00| 420.00000 840.00| INLET, REMOVE | | | 0006 203-02000 353.000 m3 | 14.55000 5136.15| 20.93000 7388.29| EXCAVATION, COMMON | | | 0007 205-02224 283.000 m | 6.10000 1726.30| 6.10000 1726.30| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02237 1.000 EACH| 60.00000 60.00| 60.00000 60.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0009 303-52308 355.000 Mg | 14.17000 5030.35| 13.65000 4845.75| COMPACTED AGGREGATE, O, 53 | | | 0010 305-05206 180.000 Mg | 30.67000 5520.60| 33.07000 5952.60| WIDENING WITH HMA | | | 0011 401-05453 110.000 Mg | 40.35000 4438.50| 49.60000 5456.00| QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0012 401-05456 14000.000 Mg | 38.00000 532000.00| 35.27000 493780.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0013 402-05468 408.000 Mg | 28.03000 11436.24| 33.07000 13492.56| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 328 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,845.17 ROUTE : 24 CALL ORDER : 328 CONTRACT ID : RS-25480-A COUNTIES : HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05481 51.000 Mg | 30.67000 1564.17| 33.07000 1686.57| HMA BASE 25.0 mm, SHOULDER | | | 0015 406-05520 46.650 Mg | 148.15000 6911.20| 151.01000 7044.62| ASPHALT FOR TACK COAT | | | 0016 601-99105 214.000 m | 34.50000 7383.00| 34.50000 7383.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 605-97937 30.000 m | 45.75000 1372.50| 109.15000 3274.50| CURB AND GUTTER, CONCRETE, ROLL | | | 0018 610-05527 1823.000 Mg | 25.00000 45575.00| 51.62000 94103.26| HMA FOR APPROACHES | | | 0019 616-02320 61.000 m2 | 1.20000 73.20| 4.05000 247.05| GEOTEXTILES | | | 0020 616-06405 23.000 Mg | 21.00000 483.00| 38.15000 877.45| RIPRAP, REVETMENT | | | 0021 621-02770 5805.000 m2 | 1.60000 9288.00| 1.60000 9288.00| EROSION CONTROL BLANKET | | | 0023 801-06640 30.000 EACH| 90.00000 2700.00| 90.00000 2700.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 68484.00000 68484.00| 228660.00000 228660.00| MAINTAINING TRAFFIC | | | 0025 805-02327 5.000 EACH| 130.00000 650.00| 130.00000 650.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0026 805-06592 52.000 m | 23.00000 1196.00| 23.00000 1196.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0027 805-78470 4160.000 m | 0.40000 1664.00| 0.40000 1664.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-78510 52.000 m | 2.00000 104.00| 2.00000 104.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0029 805-78795 1320.000 m | 23.00000 30360.00| 23.00000 30360.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 805-78800 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| SIGNAL DETECTOR HOUSING INSTALL | | | 0031 805-96014 263.000 m | 11.00000 2893.00| 9.05000 2380.15| SAW CUT, FULL DEPTH | | | 0032 808-03002 16200.000 m | 0.01000 162.00| 0.01000 162.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0033 808-03631 16436.000 m | 1.54000 25311.44| 1.65000 27119.40| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0034 808-03632 16436.000 m | 1.54000 25311.44| 1.65000 27119.40| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0035 808-05534 320.000 m | 3.45000 1104.00| 11.25000 3600.00| LINE, EPOXY, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 328 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,845.17 ROUTE : 24 CALL ORDER : 328 CONTRACT ID : RS-25480-A COUNTIES : HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-06194 110.000 m | 5.18000 569.80| 16.75000 1842.50| LINE, EPOXY, SOLID, WHITE, 300 mm | | | 0037 808-74805 100.000 m | 9.20000 920.00| 33.50000 3350.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0038 808-74807 22.000 EACH| 112.00000 2464.00| 165.00000 3630.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0039 808-74808 22.000 EACH| 140.00000 3080.00| 210.00000 4620.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0040 808-75996 720.000 EACH| 3.70000 2664.00| 3.60000 2592.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 720.000 EACH| 18.90000 13608.00| 18.71000 13471.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 621-06548 6.500 kg | 62.00000 403.00| 62.00000 403.00| SEED MIXTURE, CV | | | 0043 621-06553 110.300 kg | 11.50000 1268.45| 11.50000 1268.45| SEED MIXTURE, R | | | 0044 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.520 Mg | 640.00000 332.80| 640.00000 332.80| FERTILIZER | | | 0046 202-02241 214.000 m | 9.50000 2033.00| 9.50000 2033.00| GUARDRAIL, REMOVE | | | 0047 202-02279 214.000 m | 10.70000 2289.80| 11.48000 2456.72| CURB AND GUTTER, REMOVE | | | 0048 801-01504 22.000 EACH| 0.01000 0.22| 47.00000 1034.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0049 801-01505 22.000 EACH| 0.01000 0.22| 48.00000 1056.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0050 801-06203 2000.000 m | 0.01000 20.00| 0.62000 1240.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 2000.000 m | 0.01000 20.00| 2.56000 5120.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06211 22.000 EACH| 0.01000 0.22| 60.00000 1320.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 328 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,845.17 ROUTE : 24 CALL ORDER : 328 CONTRACT ID : RS-25480-A COUNTIES : HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06212 22.000 EACH| 0.01000 0.22| 75.00000 1650.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | SECTION TOTALS | $ 957,659.32| $ 1,166,255.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 957,659.32| $ 1,166,255.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 336 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,739.03 ROUTE : 427 CALL ORDER : 336 CONTRACT ID : RS-25484-A COUNTIES : STEUBEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3276003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 391,654.12 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 407,787.07 104.1191% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1385.00000 4155.00| 1362.00000 4086.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 21000.00000 21000.00| 20300.00000 20300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60815 30.000 m | 7.48000 224.40| 24.97000 749.10| CENTER CURB, REMOVE | | | 0004 202-60820 1008.000 m2 | 2.50000 2520.00| 0.30000 302.40| SURFACE MILLING, ASPHALT | | | 0005 303-04095 4284.000 Mg | 15.33000 65673.72| 13.65000 58476.60| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 100.000 Mg | 60.00000 6000.00| 92.52000 9252.00| HMA FOR PATCHING | | | 0007 305-05206 221.000 Mg | 50.00000 11050.00| 42.71000 9438.91| WIDENING WITH HMA | | | 0008 401-05458 5830.000 Mg | 29.00000 169070.00| 34.17000 199211.10| QC/QA HMA SURFACE 19.0 mm, MAINLINE | | | 0009 402-05495 500.000 Mg | 35.00000 17500.00| 37.89000 18945.00| HMA WEDGE AND LEVEL | | | 0010 406-05520 16.000 Mg | 140.00000 2240.00| 234.60000 3753.60| ASPHALT FOR TACK COAT | | | 0011 608-04396 10.000 EACH| 175.00000 1750.00| 57.00000 570.00| SHOULDER DRAIN | | | 0012 610-05527 1110.000 Mg | 70.00000 77700.00| 51.81000 57509.10| HMA FOR APPROACHES | | | 0013 615-06520 3.000 EACH| 175.00000 525.00| 240.00000 720.00| MONUMENT, RE-ESTABLISH | | | 0014 801-06640 25.000 EACH| 65.00000 1625.00| 65.00000 1625.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 2800.00000 2800.00| 14400.00000 14400.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 336 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,739.03 ROUTE : 427 CALL ORDER : 336 CONTRACT ID : RS-25484-A COUNTIES : STEUBEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 802-03821 3.000 EACH| 218.00000 654.00| 90.00000 270.00| SIGN, SHEET WITH LEGEND REMOVE AND RESET| | | 0018 808-06712 529.000 m | 0.15000 79.35| 0.14000 74.06| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 17509.000 m | 0.15000 2626.35| 0.14000 2451.26| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 3809.000 m | 0.15000 571.35| 0.14000 533.26| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75297 13.000 m | 24.75000 321.75| 24.00000 312.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 801-06207 1878.000 m | 1.90000 3568.20| 2.56000 4807.68| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 391,654.12| $ 407,787.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,654.12| $ 407,787.07| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 344 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 957,128.12 ROUTE : 101 CALL ORDER : 344 CONTRACT ID : RS-25488-A COUNTIES : ADAMS LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5101002 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 785,981.56 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 811,085.14 103.1939% 3 35-1139301 E & B PAVING, INC. $ 912,508.78 116.0979% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1200.00000 4800.00| 1260.00000 5040.00| 1000.00000 4000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 38500.00000 38500.00| 40500.00000 40500.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 125.000 m2 | 22.50000 2812.50| 4.01000 501.25| 20.00000 2500.00 SURFACE MILLING, ASPHALT | | | 0004 305-05204 500.000 Mg | 75.00000 37500.00| 59.49000 29745.00| 80.00000 40000.00 HMA FOR PATCHING | | | 0005 305-05206 6732.000 Mg | 28.00000 188496.00| 24.25000 163251.00| 31.00000 208692.00 WIDENING WITH HMA | | | 0006 401-05455 9089.000 Mg | 25.50000 231769.50| 27.01000 245493.89| 31.00000 281759.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 5680.000 Mg | 28.00000 159040.00| 30.76000 174716.80| 33.00000 187440.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-06264 LUMP| 5300.00000 5300.00| 4000.00000 4000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0009 402-05495 500.000 Mg | 33.00000 16500.00| 35.24000 17620.00| 42.00000 21000.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 39.000 Mg | 200.00000 7800.00| 151.01000 5889.39| 160.00000 6240.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 666.000 Mg | 41.50000 27639.00| 51.29000 34159.14| 80.00000 53280.00 HMA FOR APPROACHES | | | 0012 610-06461 3927.000 Mg | 10.00000 39270.00| 11.93000 46849.11| 14.00000 54978.00 COMPACTED AGGREGATE, O, 73 | | | 0013 615-06520 8.000 EACH| 175.00000 1400.00| 260.00000 2080.00| 150.00000 1200.00 MONUMENT, RE-ESTABLISH | | | 0014 801-06203 891.000 m | 1.20000 1069.20| 0.70000 623.70| 0.62000 552.42 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 344 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 957,128.12 ROUTE : 101 CALL ORDER : 344 CONTRACT ID : RS-25488-A COUNTIES : ADAMS LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 891.000 m | 2.00000 1782.00| 2.56000 2280.96| 4.00000 3564.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 24.000 EACH| 82.00000 1968.00| 82.00000 1968.00| 82.00000 1968.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 17000.00000 17000.00| 33240.00000 33240.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0018 808-06712 2226.000 m | 0.16000 356.16| 0.15000 333.90| 0.16000 356.16 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 17812.000 m | 0.16000 2849.92| 0.15000 2671.80| 0.16000 2849.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 808.000 m | 0.16000 129.28| 0.15000 121.20| 0.16000 129.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 785,981.56| $ 811,085.14| $ 912,508.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 785,981.56| $ 811,085.14| $ 912,508.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,617,491.17 ROUTE : 50 CALL ORDER : 350 CONTRACT ID : RS-25519-A COUNTIES : RIPLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,074,033.59 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,248,526.25 116.2464% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| 1000.00000 8000.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 129784.000 m2 | 0.21000 27254.64| 0.10000 12978.40| SURFACE MILLING, ASPHALT | | | 0004 202-94749 750.000 m | 0.70000 525.00| 3.00000 2250.00| CURB, ASPHALT, REMOVE | | | 0005 305-05204 2200.000 Mg | 45.00000 99000.00| 40.00000 88000.00| HMA FOR PATCHING | | | 0006 401-05454 20850.500 Mg | 23.50000 489986.75| 28.00000 583814.00| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0007 401-05456 9477.500 Mg | 31.00000 293802.50| 36.50000 345928.75| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0008 401-06264 LUMP| 1200.00000 1200.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0009 404-05514 552.000 m2 | 3.25000 1794.00| 10.00000 5520.00| SEAL COAT, 5 | | | 0010 406-05520 71.400 Mg | 120.00000 8568.00| 175.00000 12495.00| ASPHALT FOR TACK COAT | | | 0011 605-05523 750.000 m | 6.60000 4950.00| 10.00000 7500.00| CURB, HMA | | | 0012 610-05527 820.120 Mg | 50.00000 41006.00| 55.00000 45106.60| HMA FOR APPROACHES | | | 0013 610-06460 1675.600 Mg | 11.00000 18431.60| 14.00000 23458.40| COMPACTED AGGREGATE, O | | | 0014 720-44000 8.000 EACH| 220.00000 1760.00| 200.00000 1600.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,617,491.17 ROUTE : 50 CALL ORDER : 350 CONTRACT ID : RS-25519-A COUNTIES : RIPLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 4400.000 m | 2.20000 9680.00| 3.00000 13200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 47.000 EACH| 50.00000 2350.00| 55.00000 2585.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 19500.00000 19500.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0018 808-01226 1096.000 EACH| 7.55000 8274.80| 8.00000 8768.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0019 808-06711 718.000 m | 0.15000 107.70| 0.15000 107.70| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0020 808-06712 760.000 m | 0.15000 114.00| 0.15000 114.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0021 808-06713 22992.000 m | 0.15000 3448.80| 0.15000 3448.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 18164.000 m | 0.15000 2724.60| 0.15000 2724.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0023 808-75274 150.000 m | 3.00000 450.00| 3.50000 525.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0024 808-75278 22.000 m | 4.50000 99.00| 5.00000 110.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0025 808-75297 188.000 m | 9.00000 1692.00| 10.00000 1880.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75320 9.000 EACH| 55.00000 495.00| 60.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 2.000 EACH| 75.00000 150.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75994 1096.000 EACH| 3.70000 4055.20| 4.00000 4384.00| PRISMATIC REFLECTOR | | | 0029 808-75996 1096.000 EACH| 2.75000 3014.00| 3.00000 3288.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,074,033.59| $ 1,248,526.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,074,033.59| $ 1,248,526.25| ====================================================================================================================================