INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 31 CALL ORDER : 120 CONTRACT ID : R -22339-A COUNTIES : TIPPECANOE LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 584,930.38 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 599,922.80 102.5631% 3 35-1167376 KEISER & KEISER CONTRACTORS $ 680,490.19 116.3369% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1412004 1412004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2035887 KUHN CONSTRUCTION $ 844,536.42 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 950,850.00 112.5883% ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06790 10.000 MOS | 1422.00000 14220.00| 1300.00000 13000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20409.00000 20409.00| 18800.00000 18800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 43000.00000 43000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5233.00000 5233.00| 31500.00000 31500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1247.500 m2 | 9.27000 11564.33| 12.00000 14970.00| PAVEMENT, REMOVE | | | 0006 202-02278 107.000 m | 5.82000 622.74| 20.00000 2140.00| CURB, CONCRETE, REMOVE | | | 0007 202-02279 343.000 m | 5.81000 1992.83| 20.00000 6860.00| CURB AND GUTTER, REMOVE | | | 0008 202-03000 LUMP| 3140.00000 3140.00| 3700.00000 3700.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 2 | | | 0009 202-52710 532.000 m2 | 16.00000 8512.00| 15.00000 7980.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 2225.000 m2 | 7.33000 16309.25| 3.00000 6675.00| SURFACE MILLING, ASPHALT | | | 0011 203-02000 2450.600 m3 | 16.50000 40434.90| 24.00000 58814.40| EXCAVATION, COMMON | | | 0012 205-02224 218.400 m | 6.86000 1498.22| 7.00000 1528.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02236 19.000 EACH| 78.50000 1491.50| 78.00000 1482.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02050 3.000 m3 | 70.00000 210.00| 40.00000 120.00| B BORROW | | | 0015 211-02060 388.000 m3 | 35.26000 13680.88| 35.00000 13580.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 3246.000 Mg | 15.92000 51676.32| 16.00000 51936.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 67.300 Mg | 62.80000 4226.44| 145.00000 9758.50| HMA FOR PATCHING , TEMPORARY | | | 0018 401-05437 2838.000 Mg | 47.10000 133669.80| 45.00000 127710.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05455 650.000 Mg | 52.33000 34014.50| 50.00000 32500.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0020 401-05456 462.500 Mg | 62.80000 29045.00| 58.00000 26825.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05517 4.500 Mg | 314.00000 1413.00| 615.00000 2767.50| ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.900 Mg | 178.00000 872.20| 455.00000 2229.50| ASPHALT FOR TACK COAT | | | 0023 604-02008 20.000 m2 | 97.00000 1940.00| 150.00000 3000.00| SIDEWALK, BRICK, RECONSTRUCT | | | 0024 604-04785 1.000 EACH| 1875.00000 1875.00| 1700.00000 1700.00| RAMP ,BRICK | | | 0025 604-06069 54.000 m2 | 42.28000 2283.12| 53.00000 2862.00| CURB RAMP, CONCRETE | | | 0026 604-06070 430.300 m2 | 40.27000 17328.18| 41.00000 17642.30| SIDEWALK, CONCRETE | | | 0027 605-06125 50.000 m | 77.07000 3853.50| 85.00000 4250.00| CURB, CONCRETE, MODIFIED | | | 0028 605-06125 2.000 m | 142.68000 285.36| 185.00000 370.00| CURB, CONCRETE, MODIFIED ,OFFSET | | | 0029 605-06125 356.000 m | 75.55000 26895.80| 80.00000 28480.00| CURB, CONCRETE, MODIFIED ,SPECIAL | | | 0030 611-05330 616.500 m2 | 41.79000 25763.54| 60.00000 36990.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 615-06490 13.000 EACH| 518.07000 6734.91| 131.00000 1703.00| RIGHT OF WAY MARKER | | | 0032 615-06505 3.000 EACH| 130.83000 392.49| 520.00000 1560.00| MONUMENT, B | | | 0033 616-02320 47.600 m2 | 2.36000 112.34| 3.84000 182.78| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06567 8.400 kL | 1.05000 8.82| 1.05000 8.82| WATER | | | 0035 621-06570 46.400 m3 | 54.21000 2515.34| 80.00000 3712.00| TOP SOIL | | | 0036 621-06575 464.000 m2 | 3.92000 1818.88| 4.00000 1856.00| SODDING, NURSERY | | | 0037 703-06028 293.700 kg | 3.44000 1010.33| 1.84000 540.41| REINFORCING BARS | | | 0038 715-01459 72.900 m | 96.41000 7028.29| 120.00000 8748.00| PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0039 715-05048 431.300 m | 14.50000 6253.85| 22.00000 9488.60| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0040 715-05149 39.000 m | 22.32000 870.48| 75.00000 2925.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05152 420.100 m | 90.32000 37943.43| 62.00000 26046.20| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0042 715-05203 21.000 m | 37.61000 789.81| 110.00000 2310.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0043 715-05574 8.000 m | 134.21000 1073.68| 165.00000 1320.00| PIPE, 300 mm LS ZC CSP 68mm x 13mm CP, | | | 2.01 mm thick | | | 0044 715-44240 10.900 m3 | 1000.95000 10910.36| 925.00000 10082.50| CONCRETE, A, STRUCTURES | | | 0045 715-91361 5.600 m | 53.39000 298.98| 115.00000 644.00| PIPE, PVC, 150 mm | | | 0046 715-92037 6.100 m | 51.16000 312.08| 110.00000 671.00| PIPE, PVC, 100 mm | | | 0047 715-92537 3.400 m | 68.56000 233.10| 140.00000 476.00| PIPE, PVC, 200 mm | | | 0048 718-52610 99.800 m3 | 39.17000 3909.17| 14.00000 1397.20| AGGREGATE FOR UNDERDRAINS | | | 0049 720-44000 2.000 EACH| 341.81000 683.62| 550.00000 1100.00| CASTING, ADJUST TO GRADE | | | 0050 720-45005 2.000 EACH| 1752.00000 3504.00| 1350.00000 2700.00| INLET, A2 | | | 0051 720-45045 9.000 EACH| 1800.00000 16200.00| 1450.00000 13050.00| INLET, J10 | | | 0052 720-45055 6.000 EACH| 1900.00000 11400.00| 1545.00000 9270.00| INLET, M10 | | | 0053 720-45410 16.000 EACH| 1600.00000 25600.00| 1300.00000 20800.00| MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-98555 2.000 EACH| 2200.00000 4400.00| 2320.00000 4640.00| INLET, C15 | | | 0055 801-01504 8.000 EACH| 105.00000 840.00| 105.00000 840.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0056 801-06207 2521.300 m | 3.30000 8320.29| 3.30000 8320.29| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06218 196.300 m | 19.78000 3882.81| 19.85000 3896.56| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0058 801-06640 29.000 EACH| 136.00000 3944.00| 135.00000 3915.00| CONSTRUCTION SIGN, A | | | 0059 801-06645 8.000 EACH| 41.00000 328.00| 42.00000 336.00| CONSTRUCTION SIGN, B | | | 0060 801-06710 400.000 DAY | 21.00000 8400.00| 30.00000 12000.00| FLASHING ARROW SIGN | | | 0061 801-06775 LUMP| 55192.00000 55192.00| 119427.04000 119427.04| MAINTAINING TRAFFIC | | | 0062 802-04893 1.000 EACH| 105.00000 105.00| 105.00000 105.00| REFERENCE POST | | | 0063 802-05701 80.000 m | 33.00000 2640.00| 33.00000 2640.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 27.800 m2 | 218.00000 6060.40| 220.00000 6116.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 11.300 m2 | 104.00000 1175.20| 105.00000 1186.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 802-76045 2.700 m2 | 149.00000 402.30| 149.00000 402.30| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0067 805-01815 4.000 EACH| 1336.00000 5344.00| 1340.00000 5360.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0068 805-01842 8.000 EACH| 574.00000 4592.00| 575.00000 4600.00| HANDHOLE, SIGNAL | | | 0069 805-02087 LUMP| 1792.00000 1792.00| 1797.00000 1797.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0070 805-02328 1457.000 m | 2.82000 4108.74| 2.80000 4079.60| SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-03370 8.000 EACH| 378.00000 3024.00| 380.00000 3040.00| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0072 805-06592 222.000 m | 41.00000 9102.00| 41.50000 9213.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78100 1.000 EACH| 7671.00000 7671.00| 7695.00000 7695.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0074 805-78205 3.000 EACH| 385.00000 1155.00| 385.00000 1155.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78230 5.000 EACH| 655.00000 3275.00| 656.00000 3280.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0076 805-78370 8.000 EACH| 144.00000 1152.00| 145.00000 1160.00| PEDESTRIAN PUSH BUTTON | | | 0077 805-78415 4.000 EACH| 1546.00000 6184.00| 1550.00000 6200.00| SPAN, CATENARY, AND TETHER | | | 0078 805-78420 4.000 EACH| 230.00000 920.00| 231.00000 924.00| DISCONNECT HANGER | | | 0079 805-78445 1.000 EACH| 529.00000 529.00| 530.00000 530.00| SIGNAL SERVICE | | | 0080 805-78467 6.000 m | 4.85000 29.10| 5.00000 30.00| SIGNAL CABLE, 3C 8GA. | | | 0081 805-78480 330.000 m | 3.23000 1065.90| 3.15000 1039.50| SIGNAL CABLE, 3C 14GA. | | | 0082 805-78485 278.000 m | 3.35000 931.30| 3.15000 875.70| SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 227.000 m | 3.81000 864.87| 4.00000 908.00| SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 863.000 m | 3.00000 2589.00| 3.00000 2589.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 11.000 EACH| 430.00000 4730.00| 430.50000 4735.50| SIGNAL DETECTOR HOUSING | | | 0086 805-78795 466.000 m | 31.00000 14446.00| 32.00000 14912.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH| 647.00000 647.00| 647.00000 647.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 4.000 EACH| 2399.00000 9596.00| 2405.00000 9620.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0089 808-06703 275.000 m | 1.44000 396.00| 1.45000 398.75| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 124 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 928,867.79 ROUTE : SR 135 CALL ORDER : 124 CONTRACT ID : R -23644-B COUNTIES : WASHINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2035887 |(2) 35-1004746 | |KUHN CONSTRUCTION |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-75245 635.000 m | 1.44000 914.40| 1.45000 920.75| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75297 43.000 m | 20.00000 860.00| 20.00000 860.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0092 808-75300 176.000 m | 3.00000 528.00| 3.00000 528.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0093 808-75320 14.000 EACH| 57.00000 798.00| 58.00000 812.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75325 9.000 EACH| 68.00000 612.00| 68.00000 612.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-75998 62.000 EACH| 71.00000 4402.00| 68.00000 4216.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 808-92027 121.000 m | 2.94000 355.74| 3.00000 363.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0097 808-96016 12.000 m | 14.00000 168.00| 13.50000 162.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 844,536.42| $ 950,850.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,536.42| $ 950,850.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0564005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,221,364.85 100.0000% 2 35-1878024 RAGLE, INC. $ 1,224,874.00 100.2873% 3 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,335,146.49 109.3159% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,378,863.95 112.8953% 5 35-1616373 OXLEY, SAM & COMPANY $ 1,395,325.09 114.2431% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 15.000 MOS | 1500.00000 22500.00| 1000.00000 15000.00| 1600.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28250.00000 28250.00| 26610.00000 26610.00| 31000.00000 31000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 107115.00000 107115.00| 62000.00000 62000.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11500.00000 11500.00| 46000.00000 46000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 400.000 m2 | 6.15000 2460.00| 10.00000 4000.00| 10.30000 4120.00 PAVEMENT, REMOVE | | | 0006 202-02278 1850.000 m | 11.25000 20812.50| 20.00000 37000.00| 22.00000 40700.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 500.000 m2 | 31.25000 15625.00| 6.00000 3000.00| 9.50000 4750.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 14800.000 m2 | 1.25000 18500.00| 1.50000 22200.00| 1.20000 17760.00 SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 1075.00000 1075.00| 1040.00000 1040.00| 1050.00000 1050.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 3.000 EACH| 700.00000 2100.00| 150.00000 450.00| 240.00000 720.00 INLET, REMOVE | | | 0011 202-93047 3.000 EACH| 700.00000 2100.00| 150.00000 450.00| 480.00000 1440.00 MANHOLE, REMOVE | | | 0012 202-93995 3.000 EACH| 325.00000 975.00| 300.00000 900.00| 420.00000 1260.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0013 202-96022 1.000 EACH| 325.00000 325.00| 450.00000 450.00| 300.00000 300.00 CONCRETE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-96133 14.000 m | 53.00000 742.00| 12.00000 168.00| 34.00000 476.00 PIPE, REMOVE | | | 0015 203-02000 1715.000 m3 | 40.00000 68600.00| 20.00000 34300.00| 26.00000 44590.00 EXCAVATION, COMMON | | | 0016 203-02045 2680.000 m3 | 9.00000 24120.00| 5.00000 13400.00| 17.00000 45560.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 205-02229 50.000 m | 10.00000 500.00| 13.00000 650.00| 13.50000 675.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 37.000 EACH| 40.00000 1480.00| 45.00000 1665.00| 68.00000 2516.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 213-52830 660.000 m3 | 66.00000 43560.00| 100.00000 66000.00| 103.00000 67980.00 FLOWABLE MORTAR | | | 0020 303-60900 193.000 Mg | 24.00000 4632.00| 20.00000 3860.00| 24.00000 4632.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0021 305-05204 50.000 Mg | 125.00000 6250.00| 115.75000 5787.50| 115.00000 5750.00 HMA FOR PATCHING | | | 0022 401-05437 1800.000 Mg | 45.00000 81000.00| 60.67000 109206.00| 60.00000 108000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 1400.000 Mg | 48.00000 67200.00| 54.21000 75894.00| 54.00000 75600.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 1000.000 Mg | 65.00000 65000.00| 77.63000 77630.00| 78.00000 78000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 401-06264 LUMP| 5000.00000 5000.00| 2200.00000 2200.00| 2300.00000 2300.00 PROFILOGRAPH, HMA | | | 0026 406-05520 10.900 Mg | 190.00000 2071.00| 226.94000 2473.65| 230.00000 2507.00 ASPHALT FOR TACK COAT | | | 0027 601-04746 2.000 EACH| 9250.00000 18500.00| 8950.00000 17900.00| 9400.00000 18800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 602-06639 12.200 m | 200.00000 2440.00| 60.00000 732.00| 190.00000 2318.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 12.200 m | 200.00000 2440.00| 60.00000 732.00| 175.00000 2135.00 TEMPORARY CONCRETE BARRIER | | | 0030 604-06069 250.000 m2 | 50.00000 12500.00| 50.00000 12500.00| 60.00000 15000.00 CURB RAMP, CONCRETE | | | 0031 604-06070 200.000 m2 | 47.00000 9400.00| 36.00000 7200.00| 43.00000 8600.00 SIDEWALK, CONCRETE | | | 0032 605-06140 2095.000 m | 48.00000 100560.00| 45.00000 94275.00| 48.00000 100560.00 CURB AND GUTTER, CONCRETE | | | 0033 610-05527 740.000 Mg | 69.00000 51060.00| 80.71000 59725.40| 79.00000 58460.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-05330 900.000 m2 | 35.00000 31500.00| 44.00000 39600.00| 45.00000 40500.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 621-06567 9.060 kL | 1.00000 9.06| 1.00000 9.06| 1.05000 9.51 WATER | | | 0037 621-06575 500.000 m2 | 8.90000 4450.00| 4.50000 2250.00| 4.30000 2150.00 SODDING, NURSERY | | | 0038 702-90915 11.500 m3 | 600.00000 6900.00| 425.00000 4887.50| 445.00000 5117.50 CONCRETE, A | | | 0039 703-51030 1715.000 kg | 2.50000 4287.50| 1.50000 2572.50| 1.55000 2658.25 REINFORCING STEEL | | | 0040 714-93641 12.200 m | 900.00000 10980.00| 1330.00000 16226.00| 1890.00000 23058.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0041 715-04612 3.400 m | 300.00000 1020.00| 230.00000 782.00| 465.00000 1581.00 PIPE , CLAY, EXTRA STRENGTH, 300 mm | | | 0042 715-04612 12.400 m | 200.00000 2480.00| 240.00000 2976.00| 525.00000 6510.00 PIPE , CLAY, EXTRA STRENGTH, 375 mm | | | 0043 715-05048 10.000 m | 56.00000 560.00| 25.00000 250.00| 58.00000 580.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05049 10.000 m | 62.00000 620.00| 28.00000 280.00| 61.00000 610.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0045 715-05118 152.000 m | 91.00000 13832.00| 130.00000 19760.00| 240.00000 36480.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0046 715-05121 80.100 m | 91.00000 7289.10| 90.00000 7209.00| 140.00000 11214.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0047 715-05123 425.200 m | 105.00000 44646.00| 100.00000 42520.00| 150.00000 63780.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0048 715-05203 10.000 m | 52.00000 520.00| 25.00000 250.00| 55.00000 550.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 720-02841 1.000 EACH| 1600.00000 1600.00| 120.00000 120.00| 210.00000 210.00 PIPE HOLE IN EXISTING STRUCTURE, PLUG | | | 0050 720-44000 14.000 EACH| 330.00000 4620.00| 250.00000 3500.00| 150.00000 2100.00 CASTING, ADJUST TO GRADE | | | 0051 720-44296 4.000 EACH| 625.00000 2500.00| 300.00000 1200.00| 305.00000 1220.00 CAP INLET | | | 0052 720-45250 1.000 EACH| 2150.00000 2150.00| 1500.00000 1500.00| 1800.00000 1800.00 CATCH BASIN, K10 | | | 0053 720-45405 8.000 EACH| 1750.00000 14000.00| 1500.00000 12000.00| 2100.00000 16800.00 MANHOLE, B4 | | | 0054 720-45510 3.000 EACH| 2225.00000 6675.00| 1250.00000 3750.00| 1700.00000 5100.00 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-93409 1.000 EACH| 2150.00000 2150.00| 1200.00000 1200.00| 2150.00000 2150.00 INLET, B15, MODIFIED | | | 0056 720-98174 28.000 EACH| 1800.00000 50400.00| 2000.00000 56000.00| 1970.00000 55160.00 INLET, B15 | | | 0057 720-98555 9.000 EACH| 1950.00000 17550.00| 2000.00000 18000.00| 1970.00000 17730.00 INLET, C15 | | | 0058 720-98869 1.000 EACH| 5000.00000 5000.00| 3748.00000 3748.00| 3400.00000 3400.00 MANHOLE, L4, MODIFIED | | | 0059 801-06203 400.000 m | 0.50000 200.00| 0.50000 200.00| 0.50000 200.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 600.000 m | 3.50000 2100.00| 3.28000 1968.00| 3.40000 2040.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06640 30.000 EACH| 105.00000 3150.00| 100.00000 3000.00| 105.00000 3150.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 65950.00000 65950.00| 70000.00000 70000.00| 68300.00000 68300.00 MAINTAINING TRAFFIC | | | 0063 802-04314 10.000 EACH| 325.00000 3250.00| 300.00000 3000.00| 305.00000 3050.00 SIGN FOUNDATION, CONCRETE, REMOVE | | | 0064 802-76035 13.520 m2 | 270.00000 3650.40| 156.25000 2112.50| 164.00000 2217.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 42.700 m | 21.00000 896.70| 13.12000 560.22| 13.50000 576.45 SIGN POST, A | | | 0066 802-91122 8.000 EACH| 110.00000 880.00| 75.00000 600.00| 78.00000 624.00 SIGN, GROUND MOUNTED, RESET | | | 0067 803-76135 5.000 EACH| 6249.00000 31245.00| 4725.00000 23625.00| 4900.00000 24500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0068 805-01816 2.000 EACH| 1195.00000 2390.00| 850.00000 1700.00| 890.00000 1780.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0069 805-01842 8.000 EACH| 775.00000 6200.00| 625.00000 5000.00| 660.00000 5280.00 HANDHOLE, SIGNAL | | | 0070 805-02037 1.000 EACH| 2700.00000 2700.00| 2100.00000 2100.00| 2200.00000 2200.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0071 805-02073 1.000 EACH| 3250.00000 3250.00| 2525.00000 2525.00| 2650.00000 2650.00 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0072 805-02077 1.000 EACH| 3525.00000 3525.00| 2700.00000 2700.00| 2835.00000 2835.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0073 805-02087 LUMP| 525.00000 525.00| 450.00000 450.00| 475.00000 475.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-05870 1.000 EACH| 1050.00000 1050.00| 850.00000 850.00| 890.00000 890.00 SIGNAL SUPPORT FOUNDATION 750 mm X 2100 | | | mm | | | 0075 805-06592 320.000 m | 32.00000 10240.00| 33.00000 10560.00| 35.00000 11200.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0076 805-78100 1.000 EACH| 12000.00000 12000.00| 8000.00000 8000.00| 8400.00000 8400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 8.000 EACH| 470.00000 3760.00| 450.00000 3600.00| 472.00000 3776.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78467 25.000 m | 6.50000 162.50| 5.00000 125.00| 5.25000 131.25 SIGNAL CABLE, 3C 8GA. | | | 0079 805-78470 1665.000 m | 0.50000 832.50| 1.00000 1665.00| 1.05000 1748.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0080 805-78485 150.000 m | 4.25000 637.50| 3.00000 450.00| 3.15000 472.50 SIGNAL CABLE, 5C 14GA. | | | 0081 805-78510 305.000 m | 3.50000 1067.50| 2.80000 854.00| 2.90000 884.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78784 2.000 EACH| 140.00000 280.00| 150.00000 300.00| 155.00000 310.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0083 805-78785 10.000 EACH| 575.00000 5750.00| 450.00000 4500.00| 470.00000 4700.00 SIGNAL DETECTOR HOUSING | | | 0084 805-78795 700.000 m | 13.00000 9100.00| 26.25000 18375.00| 27.50000 19250.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0085 805-78925 1.000 EACH| 525.00000 525.00| 650.00000 650.00| 680.00000 680.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0086 805-86805 1.000 EACH| 525.00000 525.00| 450.00000 450.00| 470.00000 470.00 SERVICE POINT, I | | | 0087 805-92504 2.000 EACH| 180.00000 360.00| 250.00000 500.00| 260.00000 520.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0088 808-06703 106.000 m | 1.24000 131.44| 1.15000 121.90| 1.20000 127.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06716 660.000 m | 1.60000 1056.00| 1.48000 976.80| 1.50000 990.00 LINE, REMOVE | | | 0090 808-74815 101.000 m | 3.55000 358.55| 3.45000 348.45| 3.60000 363.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0091 808-75240 420.000 m | 1.29000 541.80| 1.20000 504.00| 1.25000 525.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1878024 |(3) 37-0797609 |RIETH RILEY CONSTRUCTION |RAGLE, INC. |FEUTZ CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-75245 2120.000 m | 1.24000 2628.80| 1.15000 2438.00| 1.20000 2544.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75297 100.000 m | 10.00000 1000.00| 9.84000 984.00| 10.30000 1030.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75300 124.000 m | 1.75000 217.00| 1.73000 214.52| 1.80000 223.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0095 808-75320 18.000 EACH| 49.00000 882.00| 46.00000 828.00| 48.00000 864.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 18.000 EACH| 75.00000 1350.00| 70.00000 1260.00| 73.00000 1314.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 801-06606 6.000 EACH| 71.00000 426.00| 65.00000 390.00| 68.00000 408.00 BARRICADE, IIIB | | | 0098 801-04308 4.000 EACH| 110.00000 440.00| 100.00000 400.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 1,221,364.85| $ 1,224,874.00| $ 1,335,146.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,221,364.85| $ 1,224,874.00| $ 1,335,146.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 15.000 MOS | 1783.02000 26745.30| 2442.00000 36630.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 91265.00000 91265.00| 52185.00000 52185.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 68956.00000 68956.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25300.00000 25300.00| 34448.00000 34448.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 400.000 m2 | 10.15000 4060.00| 75.00000 30000.00| PAVEMENT, REMOVE | | | 0006 202-02278 1850.000 m | 9.00000 16650.00| 18.40000 34040.00| CURB, CONCRETE, REMOVE | | | 0007 202-52710 500.000 m2 | 12.50000 6250.00| 5.90000 2950.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 14800.000 m2 | 1.30000 19240.00| 1.31000 19388.00| SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 1050.00000 1050.00| 1450.00000 1450.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 3.000 EACH| 184.69000 554.07| 300.00000 900.00| INLET, REMOVE | | | 0011 202-93047 3.000 EACH| 369.38000 1108.14| 600.00000 1800.00| MANHOLE, REMOVE | | | 0012 202-93995 3.000 EACH| 315.00000 945.00| 600.00000 1800.00| SIGNAL POLE FOUNDATION, REMOVE | | | 0013 202-96022 1.000 EACH| 315.00000 315.00| 400.00000 400.00| CONCRETE FOUNDATION, REMOVE | | | 0014 202-96133 14.000 m | 87.03000 1218.42| 30.00000 420.00| PIPE, REMOVE | | | 0015 203-02000 1715.000 m3 | 18.92000 32447.80| 15.00000 25725.00| EXCAVATION, COMMON | | | 0016 203-02045 2680.000 m3 | 15.07000 40387.60| 12.00000 32160.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 205-02229 50.000 m | 24.58000 1229.00| 14.00000 700.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 37.000 EACH| 78.22000 2894.14| 69.00000 2553.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 213-52830 660.000 m3 | 119.97000 79180.20| 79.00000 52140.00| FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-60900 193.000 Mg | 19.70000 3802.10| 50.00000 9650.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0021 305-05204 50.000 Mg | 118.39000 5919.50| 120.00000 6000.00| HMA FOR PATCHING | | | 0022 401-05437 1800.000 Mg | 60.55000 108990.00| 61.00000 109800.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 1400.000 Mg | 53.77000 75278.00| 54.00000 75600.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 1000.000 Mg | 78.36000 78360.00| 79.00000 79000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 401-06264 LUMP| 2310.00000 2310.00| 2420.00000 2420.00| PROFILOGRAPH, HMA | | | 0026 406-05520 10.900 Mg | 238.29000 2597.36| 250.00000 2725.00| ASPHALT FOR TACK COAT | | | 0027 601-04746 2.000 EACH| 9397.50000 18795.00| 10000.00000 20000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0028 602-06639 12.200 m | 294.11000 3588.14| 500.00000 6100.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 12.200 m | 247.94000 3024.87| 425.00000 5185.00| TEMPORARY CONCRETE BARRIER | | | 0030 604-06069 250.000 m2 | 39.28000 9820.00| 64.00000 16000.00| CURB RAMP, CONCRETE | | | 0031 604-06070 200.000 m2 | 36.71000 7342.00| 54.00000 10800.00| SIDEWALK, CONCRETE | | | 0032 605-06140 2095.000 m | 48.40000 101398.00| 42.00000 87990.00| CURB AND GUTTER, CONCRETE | | | 0033 610-05527 740.000 Mg | 79.50000 58830.00| 80.25000 59385.00| HMA FOR APPROACHES | | | 0034 611-05330 900.000 m2 | 41.32000 37188.00| 62.00000 55800.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 621-06567 9.060 kL | 1.05000 9.51| 1.10000 9.97| WATER | | | 0037 621-06575 500.000 m2 | 4.36000 2180.00| 4.40000 2200.00| SODDING, NURSERY | | | 0038 702-90915 11.500 m3 | 588.00000 6762.00| 330.50000 3800.75| CONCRETE, A | | | 0039 703-51030 1715.000 kg | 2.36000 4047.40| 2.00000 3430.00| REINFORCING STEEL | | | 0040 714-93641 12.200 m | 1610.22000 19644.68| 1306.00000 15933.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-04612 3.400 m | 180.90000 615.06| 190.00000 646.00| PIPE , CLAY, EXTRA STRENGTH, 300 mm | | | 0042 715-04612 12.400 m | 180.90000 2243.16| 200.00000 2480.00| PIPE , CLAY, EXTRA STRENGTH, 375 mm | | | 0043 715-05048 10.000 m | 100.19000 1001.90| 25.00000 250.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05049 10.000 m | 100.19000 1001.90| 25.00000 250.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0045 715-05118 152.000 m | 87.08000 13236.16| 125.00000 19000.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0046 715-05121 80.100 m | 132.95000 10649.30| 110.00000 8811.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0047 715-05123 425.200 m | 163.32000 69443.66| 43.00000 18283.60| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0048 715-05203 10.000 m | 74.89000 748.90| 25.00000 250.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 720-02841 1.000 EACH| 264.01000 264.01| 300.00000 300.00| PIPE HOLE IN EXISTING STRUCTURE, PLUG | | | 0050 720-44000 14.000 EACH| 248.45000 3478.30| 425.00000 5950.00| CASTING, ADJUST TO GRADE | | | 0051 720-44296 4.000 EACH| 546.48000 2185.92| 400.00000 1600.00| CAP INLET | | | 0052 720-45250 1.000 EACH| 833.89000 833.89| 1750.00000 1750.00| CATCH BASIN, K10 | | | 0053 720-45405 8.000 EACH| 2064.48000 16515.84| 2400.00000 19200.00| MANHOLE, B4 | | | 0054 720-45510 3.000 EACH| 3060.04000 9180.12| 1000.00000 3000.00| MANHOLE, C4, MODIFIED | | | 0055 720-93409 1.000 EACH| 2586.93000 2586.93| 1830.00000 1830.00| INLET, B15, MODIFIED | | | 0056 720-98174 28.000 EACH| 2107.49000 59009.72| 2180.00000 61040.00| INLET, B15 | | | 0057 720-98555 9.000 EACH| 2107.49000 18967.41| 1970.00000 17730.00| INLET, C15 | | | 0058 720-98869 1.000 EACH| 6378.13000 6378.13| 5700.00000 5700.00| MANHOLE, L4, MODIFIED | | | 0059 801-06203 400.000 m | 2.39000 956.00| 0.60000 240.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 600.000 m | 4.21000 2526.00| 3.50000 2100.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06640 30.000 EACH| 105.00000 3150.00| 66.00000 1980.00| CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 70000.00000 70000.00| 127000.00000 127000.00| MAINTAINING TRAFFIC | | | 0063 802-04314 10.000 EACH| 315.00000 3150.00| 600.00000 6000.00| SIGN FOUNDATION, CONCRETE, REMOVE | | | 0064 802-76035 13.520 m2 | 262.50000 3549.00| 192.00000 2595.84| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 42.700 m | 21.00000 896.70| 35.00000 1494.50| SIGN POST, A | | | 0066 802-91122 8.000 EACH| 105.00000 840.00| 216.00000 1728.00| SIGN, GROUND MOUNTED, RESET | | | 0067 803-76135 5.000 EACH| 6037.50000 30187.50| 4580.00000 22900.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0068 805-01816 2.000 EACH| 1155.00000 2310.00| 1650.00000 3300.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0069 805-01842 8.000 EACH| 761.25000 6090.00| 845.00000 6760.00| HANDHOLE, SIGNAL | | | 0070 805-02037 1.000 EACH| 2625.00000 2625.00| 1925.00000 1925.00| SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0071 805-02073 1.000 EACH| 3150.00000 3150.00| 3200.00000 3200.00| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0072 805-02077 1.000 EACH| 3412.50000 3412.50| 4000.00000 4000.00| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0073 805-02087 LUMP| 525.00000 525.00| 600.00000 600.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0074 805-05870 1.000 EACH| 1050.00000 1050.00| 1175.00000 1175.00| SIGNAL SUPPORT FOUNDATION 750 mm X 2100 | | | mm | | | 0075 805-06592 320.000 m | 31.50000 10080.00| 46.25000 14800.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0076 805-78100 1.000 EACH| 11665.50000 11665.50| 7585.58000 7585.58| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 8.000 EACH| 456.75000 3654.00| 423.42000 3387.36| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78467 25.000 m | 6.30000 157.50| 6.82000 170.50| SIGNAL CABLE, 3C 8GA. | | | 0079 805-78470 1665.000 m | 0.53000 882.45| 0.36000 599.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0080 805-78485 150.000 m | 4.20000 630.00| 8.09000 1213.50| SIGNAL CABLE, 5C 14GA. | | | 0081 805-78510 305.000 m | 3.68000 1122.40| 3.43000 1046.15| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78784 2.000 EACH| 141.75000 283.50| 169.83000 339.66| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0083 805-78785 10.000 EACH| 577.50000 5775.00| 713.13000 7131.30| SIGNAL DETECTOR HOUSING | | | 0084 805-78795 700.000 m | 12.60000 8820.00| 32.34000 22638.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0085 805-78925 1.000 EACH| 525.00000 525.00| 1050.50000 1050.50| CONTROLLER CABINET FOUNDATION, P1 | | | 0086 805-86805 1.000 EACH| 525.00000 525.00| 339.56000 339.56| SERVICE POINT, I | | | 0087 805-92504 2.000 EACH| 183.75000 367.50| 216.47000 432.94| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0088 808-06703 106.000 m | 1.21000 128.26| 1.22000 129.32| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06716 660.000 m | 1.55000 1023.00| 1.57000 1036.20| LINE, REMOVE | | | 0090 808-74815 101.000 m | 3.62000 365.62| 3.66000 369.66| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0091 808-75240 420.000 m | 1.26000 529.20| 1.25000 525.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0092 808-75245 2120.000 m | 1.21000 2565.20| 1.25000 2650.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75297 100.000 m | 10.33000 1033.00| 10.50000 1050.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75300 124.000 m | 1.82000 225.68| 1.90000 235.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0095 808-75320 18.000 EACH| 48.30000 869.40| 49.00000 882.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,289.39 ROUTE : 54 CALL ORDER : 130 CONTRACT ID : R -23978-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1616373 | |HUNT PAVING COMPANY, INC. |OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75325 18.000 EACH| 73.50000 1323.00| 74.00000 1332.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 801-06606 6.000 EACH| 68.25000 409.50| 69.00000 414.00| BARRICADE, IIIB | | | 0098 801-04308 4.000 EACH| 105.00000 420.00| 106.00000 424.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 1,378,863.95| $ 1,395,325.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,378,863.95| $ 1,395,325.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 132 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,567.68 ROUTE : I-65 CALL ORDER : 132 CONTRACT ID : R -23998-B COUNTIES : JOHNSON MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653282 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 526,141.56 100.0000% ==================================================================================================================================== |(1) 35-1990156 | | |EARTH IMAGES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 104-05404 LUMP| 11765.00000 11765.00| | DESIGN/BUILD SURVEY LAYOUT | | | 0002 105-06845 LUMP| 5100.00000 5100.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6600.00000 6600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 4095.00000 4095.00| | CLEARING AND GRUBBING | | | 0005 621-06734 8086.000 EACH| 3.37000 27249.82| | WILD FLOWERS PLUG PLANTING , ANDROPOGON | | | SCOPARIUM | | | 0006 621-06734 8086.000 EACH| 3.73000 30160.78| | WILD FLOWERS PLUG PLANTING , ASTER | | | NOVAE-ANGLIAE | | | 0007 621-06734 1862.000 EACH| 3.39000 6312.18| | WILD FLOWERS PLUG PLANTING , BOUTELOUA | | | CURTIPENDULA | | | 0008 621-06734 8086.000 EACH| 4.25000 34365.50| | WILD FLOWERS PLUG PLANTING , ECHINACEA | | | PALLIDA | | | 0009 621-06734 8086.000 EACH| 4.25000 34365.50| | WILD FLOWERS PLUG PLANTING , ECHINACEA | | | PURPUREA | | | 0010 621-06734 1862.000 EACH| 3.64000 6777.68| | WILD FLOWERS PLUG PLANTING , RATIBIDA | | | PINNATA | | | 0011 621-06734 1862.000 EACH| 3.89000 7243.18| | WILD FLOWERS PLUG PLANTING , RUDBECKIA | | | SUBTOMENTOSA | | | 0012 621-06734 1862.000 EACH| 4.15000 7727.30| | WILD FLOWERS PLUG PLANTING ,SOLIDAGO | | | RIGIDA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 132 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,567.68 ROUTE : I-65 CALL ORDER : 132 CONTRACT ID : R -23998-B COUNTIES : JOHNSON MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1990156 | | |EARTH IMAGES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 621-52391 1537.200 kg | 15.60000 23980.32| | SEED MIXTURE, GRASS NO MOW | | | 0014 621-92968 5.900 kg | 702.00000 4141.80| | SEED MIXTURE, WILD FLOWER ECHINACEA MIX | | | 0015 621-92968 5.000 kg | 423.00000 2115.00| | SEED MIXTURE, WILD FLOWER GAILLARDIA MIX| | | 0016 621-92968 41.000 kg | 842.00000 34522.00| | SEED MIXTURE, WILD FLOWER MEDIUM | | | COARSE-TEXTURED | | | 0017 621-92968 24.000 kg | 767.00000 18408.00| | SEED MIXTURE, WILD FLOWER MEDIUM | | | FINE-TEXTURED | | | 0018 621-92968 22.000 kg | 868.00000 19096.00| | SEED MIXTURE, WILD FLOWER RUDBECKIA MIX | | | 0019 621-92968 23.000 kg | 2080.00000 47840.00| | SEED MIXTURE, WILD FLOWER SHORT | | | COARSE-TEXTURED | | | 0020 621-92968 41.000 kg | 3002.00000 123082.00| | SEED MIXTURE, WILD FLOWER SHORT | | | FINE-TEXTURED | | | 0021 621-92968 32.000 kg | 1017.00000 32544.00| | SEED MIXTURE, WILD FLOWER TALL | | | COARSE-TEXTURED | | | 0022 621-92968 19.000 kg | 576.00000 10944.00| | SEED MIXTURE, WILD FLOWER TALL | | | FINE-TEXTURED | | | 0023 622-05638 98.000 EACH| 78.00000 7644.00| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | ARONIA ARBUTIFOLIA; RED CHOKEBERRY, 450 | | | MM HT. BR | | | 0024 622-05638 98.000 EACH| 78.00000 7644.00| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | ARONIA MELANOCARPA; BLACK CHOKEBERRY, | | | 450 MM HT. BR | | | 0025 622-52436 10.000 EACH| 25.00000 250.00| | SIGN, DO NOT MOW OR SPRAY | | | 0026 801-06645 6.000 EACH| 60.00000 360.00| | CONSTRUCTION SIGN, B | | | 0027 802-04893 1130.000 EACH| 10.45000 11808.50| | REFERENCE POST 152mm STEEL U CHANNEL | | | SECTION TOTALS | $ 526,141.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,141.56| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 136 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,142.14 ROUTE : US 231 CALL ORDER : 136 CONTRACT ID : R -24072-B COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 534500D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 326,464.43 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 329,766.75 101.0115% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 410,565.83 125.7612% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1817574 |(3) 35-0918397 |BUCKO CONSTRUCTION |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 3000.00000 3000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16300.00000 16300.00| 10000.00000 10000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 2000.00000 2000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 256.000 SYS | 8.25000 2112.00| 5.00000 1280.00| 10.00000 2560.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 8400.00000 8400.00| 9500.00000 9500.00| 39663.76000 39663.76 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 230.000 SYS | 13.00000 2990.00| 10.00000 2300.00| 7.00000 1610.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 690.000 CYS | 13.00000 8970.00| 8.00000 5520.00| 10.00000 6900.00 EXCAVATION, COMMON | | | 0009 203-51223 973.000 CYS | 13.00000 12649.00| 8.00000 7784.00| 12.00000 11676.00 EXCAVATION, WATERWAY | | | 0010 205-02231 225.000 LFT | 14.75000 3318.75| 10.00000 2250.00| 14.00000 3150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 211-02060 840.000 CYS | 11.90000 9996.00| 18.00000 15120.00| 22.00000 18480.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 1425.000 TON | 15.50000 22087.50| 18.00000 25650.00| 18.00000 25650.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 305-05206 196.000 TON | 15.50000 3038.00| 50.00000 9800.00| 50.00000 9800.00 WIDENING WITH HMA | | | 0014 402-05468 138.000 TON | 42.00000 5796.00| 50.00000 6900.00| 50.00000 6900.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 91.000 TON | 52.00000 4732.00| 50.00000 4550.00| 50.00000 4550.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 136 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,142.14 ROUTE : US 231 CALL ORDER : 136 CONTRACT ID : R -24072-B COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1817574 |(3) 35-0918397 |BUCKO CONSTRUCTION |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05477 91.000 TON | 58.00000 5278.00| 55.00000 5005.00| 65.00000 5915.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 336.000 TON | 35.85000 12045.60| 45.00000 15120.00| 50.00000 16800.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 1595.000 SYS | 2.40000 3828.00| 0.50000 797.50| 1.50000 2392.50 SEAL COAT, 2 | | | 0019 405-05518 2105.000 SYS | 0.52000 1094.60| 0.75000 1578.75| 1.50000 3157.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 3492.000 SYS | 0.35000 1222.20| 0.50000 1746.00| 0.75000 2619.00 ASPHALT FOR TACK COAT | | | 0021 601-01701 1.000 EACH| 1725.00000 1725.00| 2185.00000 2185.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0022 601-02636 75.000 LFT | 13.80000 1035.00| 19.55000 1466.25| 20.00000 1500.00 GUARDRAIL, W BEAM, NESTED | | | 0023 601-94689 3.000 EACH| 3100.00000 9300.00| 4180.00000 12540.00| 3300.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 650.000 LFT | 12.00000 7800.00| 13.00000 8450.00| 10.00000 6500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-05527 65.000 TON | 55.00000 3575.00| 70.00000 4550.00| 65.00000 4225.00 HMA FOR APPROACHES | | | 0026 611-06497 2.000 EACH| 125.00000 250.00| 175.00000 350.00| 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 11.000 EACH| 150.00000 1650.00| 130.00000 1430.00| 180.00000 1980.00 RIGHT OF WAY MARKER | | | 0028 615-06500 2.000 EACH| 400.00000 800.00| 528.00000 1056.00| 250.00000 500.00 MONUMENT, A | | | 0029 616-02320 615.000 SYS | 1.70000 1045.50| 3.00000 1845.00| 2.00000 1230.00 GEOTEXTILES | | | 0030 616-06405 208.000 TON | 22.60000 4700.80| 30.00000 6240.00| 23.00000 4784.00 RIPRAP, REVETMENT | | | 0031 616-06451 113.000 TON | 22.60000 2553.80| 30.00000 3390.00| 24.00000 2712.00 RIPRAP, UNIFORM | | | 0032 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 4.000 LBS | 30.00000 120.00| 65.00000 260.00| 30.00000 120.00 SEED MIXTURE, CV | | | 0034 621-06559 1560.000 SYS | 0.52000 811.20| 1.00000 1560.00| 0.52000 811.20 MULCHED SEEDING, R | | | 0035 621-06567 7.000 MG | 2.00000 14.00| 1.00000 7.00| 2.00000 14.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 136 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,142.14 ROUTE : US 231 CALL ORDER : 136 CONTRACT ID : R -24072-B COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1817574 |(3) 35-0918397 |BUCKO CONSTRUCTION |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06575 1696.000 SYS | 3.84000 6512.64| 3.50000 5936.00| 4.00000 6784.00 SODDING, NURSERY | | | 0037 621-52448 4.000 EACH| 25.00000 100.00| 45.00000 180.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0038 622-91786 200.000 EACH| 10.00000 2000.00| 16.00000 3200.00| 10.00000 2000.00 SEEDLING | | | 0039 702-51015 61.200 CYS | 300.00000 18360.00| 300.00000 18360.00| 450.00000 27540.00 CONCRETE, B, FOOTINGS | | | 0040 702-94139 39.000 CYS | 440.00000 17160.00| 400.00000 15600.00| 800.00000 31200.00 CONCRETE, A, ABOVE FOOTINGS | | | 0041 703-51030 12751.000 LBS | 0.75000 9563.25| 1.00000 12751.00| 0.76000 9690.76 REINFORCING STEEL | | | 0042 714-26727 68.000 LFT | 850.00000 57800.00| 1000.00000 68000.00| 1200.00000 81600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 10 FT. | | | 0043 715-05171 52.000 LFT | 35.00000 1820.00| 30.00000 1560.00| 30.00000 1560.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0044 715-46010 2.000 EACH| 225.00000 450.00| 300.00000 600.00| 400.00000 800.00 PIPE END SECTION, 18 IN. | | | 0045 801-04308 6.000 EACH| 110.00000 660.00| 375.00000 2250.00| 120.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06605 12.000 EACH| 65.00000 780.00| 135.00000 1620.00| 40.00000 480.00 BARRICADE, IIIA | | | 0047 801-06606 12.000 EACH| 75.00000 900.00| 150.00000 1800.00| 50.00000 600.00 BARRICADE, IIIB | | | 0048 801-06625 30.000 EACH| 55.00000 1650.00| 115.00000 3450.00| 60.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 20.000 EACH| 55.00000 1100.00| 75.00000 1500.00| 50.00000 1000.00 CONSTRUCTION SIGN, A | | | 0050 808-06703 1470.000 LFT | 0.28000 411.60| 0.50000 735.00| 0.37000 543.90 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0051 808-75240 442.000 LFT | 0.28000 123.76| 0.50000 221.00| 0.37000 163.54 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 2591.000 LFT | 0.28000 725.48| 0.75000 1943.25| 0.37000 958.67 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0053 808-75996 15.000 EACH| 10.00000 150.00| 112.00000 1680.00| 10.00000 150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 15.000 EACH| 50.65000 759.75| 50.00000 750.00| 65.00000 975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 136 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,142.14 ROUTE : US 231 CALL ORDER : 136 CONTRACT ID : R -24072-B COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1817574 |(3) 35-0918397 |BUCKO CONSTRUCTION |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 105-06790 9.000 MOS | 1500.00000 13500.00| 1300.00000 11700.00| 1600.00000 14400.00 FIELD OFFICE, 300 SFT | | | SECTION TOTALS | $ 326,464.43| $ 329,766.75| $ 410,565.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,464.43| $ 329,766.75| $ 410,565.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,572,441.23 ROUTE : SR 550 CALL ORDER : 140 CONTRACT ID : R -24170-A COUNTIES : KNOX LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4442007 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 3,550,067.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 11.000 MOS | 1400.00000 15400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 159999.85000 159999.85| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 470.000 m | 7.50000 3525.00| | GUARDRAIL, REMOVE | | | 0005 202-02272 1730.000 m | 10.00000 17300.00| | PAVED SIDE DITCH, REMOVE | | | 0006 202-02626 1.000 EACH| 1200.00000 1200.00| | PIPE ANCHOR, REMOVE | | | 0007 202-52710 30.000 m2 | 16.40000 492.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 6370.000 m2 | 1.80000 11466.00| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 100.000 m3 | 23.00000 2300.00| | EXCAVATION, COMMON | | | 0010 203-90014 14.500 STA | 4.00000 58.00| | LINEAR GRADING | | | 0011 203-91878 70.000 m | 24.00000 1680.00| | LINEAR DITCH GRADING | | | 0012 205-02224 200.000 m | 8.40000 1680.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 40.000 m | 16.00000 640.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 9.000 EACH| 100.00000 900.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,572,441.23 ROUTE : SR 550 CALL ORDER : 140 CONTRACT ID : R -24170-A COUNTIES : KNOX LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 38.000 m3 | 100.00000 3800.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-60900 25700.000 Mg | 20.00000 514000.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0017 303-98541 20.000 Mg | 22.00000 440.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 305-05204 1500.000 Mg | 85.00000 127500.00| | HMA FOR PATCHING | | | 0019 401-05455 22300.000 Mg | 42.50000 947750.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0020 401-05456 9960.000 Mg | 52.00000 517920.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 6530.000 Mg | 40.00000 261200.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 401-06264 LUMP| 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0023 402-05495 7350.000 Mg | 46.00000 338100.00| | HMA WEDGE AND LEVEL | | | 0024 406-05520 91.500 Mg | 245.00000 22417.50| | ASPHALT FOR TACK COAT | | | 0025 601-01522 12.000 EACH| 1500.00000 18000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01846 2.000 EACH| 2000.00000 4000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06037 13.000 EACH| 700.00000 9100.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-99105 588.000 m | 50.00000 29400.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 604-02007 30.000 m2 | 34.00000 1020.00| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0031 604-06070 32.000 m2 | 34.00000 1088.00| | SIDEWALK, CONCRETE | | | 0032 610-05527 1600.000 Mg | 77.00000 123200.00| | HMA FOR APPROACHES | | | 0033 611-06497 12.000 EACH| 100.00000 1200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 6705.000 m2 | 2.50000 16762.50| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,572,441.23 ROUTE : SR 550 CALL ORDER : 140 CONTRACT ID : R -24170-A COUNTIES : KNOX LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 5225.000 Mg | 24.00000 125400.00| | RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 50.000 m2 | 2.00000 100.00| | MULCHED SEEDING, R | | | 0038 621-06567 30.000 kL | 1.00000 30.00| | WATER | | | 0039 621-06575 845.000 m2 | 4.25000 3591.25| | SODDING, NURSERY | | | 0040 706-91957 68.000 m | 85.00000 5780.00| | BRIDGE RAILING, THRIE BEAM | | | 0041 715-01354 15.000 m | 100.00000 1500.00| | CLEAN EXISTING PIPE | | | 0042 715-05019 23.000 m | 250.00000 5750.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0043 715-05119 32.500 m | 125.00000 4062.50| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05121 29.000 m | 140.00000 4060.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0045 715-05168 7.000 m | 130.00000 910.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0046 715-05169 144.000 m | 100.00000 14400.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05171 105.000 m | 140.00000 14700.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0048 715-06004 1.000 EACH| 1200.00000 1200.00| | CONCRETE ANCHOR, 1200 mm | | | 0049 715-06337 2.000 m | 600.00000 1200.00| | PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0050 715-46005 3.000 EACH| 300.00000 900.00| | PIPE END SECTION, 375 mm | | | 0051 715-46040 2.000 EACH| 700.00000 1400.00| | PIPE END SECTION, 900 mm | | | 0052 720-45035 8.000 EACH| 800.00000 6400.00| | INLET, F7 | | | 0053 720-45260 1.000 EACH| 900.00000 900.00| | PIPE CATCH BASIN, 300 mm | | | 0054 801-04308 1.000 EACH| 180.00000 180.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,572,441.23 ROUTE : SR 550 CALL ORDER : 140 CONTRACT ID : R -24170-A COUNTIES : KNOX LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06203 2770.000 m | 1.00000 2770.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 1500.000 m | 4.00000 6000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 2.000 EACH| 225.00000 450.00| | BARRICADE, IIIA | | | 0058 801-06606 2.000 EACH| 225.00000 450.00| | BARRICADE, IIIB | | | 0059 801-06640 70.000 EACH| 110.00000 7700.00| | CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP| 114334.00000 114334.00| | MAINTAINING TRAFFIC | | | 0061 805-78470 70.000 m | 3.30000 231.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78795 25.000 m | 45.00000 1125.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 805-92951 1.000 EACH| 410.00000 410.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0064 808-06712 1920.000 m | 0.17000 326.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0065 808-06713 29150.000 m | 0.17000 4955.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 19650.000 m | 0.17000 3340.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-75297 30.000 m | 21.00000 630.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75340 2.000 EACH| 400.00000 800.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0069 808-75996 1123.000 EACH| 6.00000 6738.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 1132.000 EACH| 22.00000 24904.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,550,067.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,550,067.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 144 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,103.52 ROUTE : SR 37 CALL ORDER : 144 CONTRACT ID : R -24423-B COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/23/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0975009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 665,746.64 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 673,434.35 101.1547% ==================================================================================================================================== |(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 ENHANCEMENT- IMPROVEMENTS TO SOUTHEAST PARKING LOT OF STATE FAIRGROUNDS | | | 0001 105-01925 6.000 MOS | 3450.00000 20700.00| 1100.00000 6600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5724.00000 5724.00| 6100.00000 6100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 33650.00000 33650.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 13470.00000 13470.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 95.300 m2 | 33.79000 3220.19| 13.00000 1238.90| PAVEMENT, REMOVE | | | 0006 202-02278 160.100 m | 26.99000 4321.10| 12.00000 1921.20| CURB, CONCRETE, REMOVE | | | 0007 202-52710 89.700 m2 | 30.26000 2714.32| 14.00000 1255.80| SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 814.600 m3 | 66.23000 53950.96| 20.00000 16292.00| EXCAVATION, COMMON | | | 0009 203-02070 106.000 m3 | 49.36000 5232.16| 18.00000 1908.00| BORROW | | | 0010 210-05832 8.000 EACH| 750.60000 6004.80| 2200.00000 17600.00| PLUMBING AND ELECTRICAL,TYPE2 AT 1.2m | | | ABOVE GRADE | | | 0011 210-06743 6.000 EACH| 297.00000 1782.00| 1600.00000 9600.00| POST, TREATED, 6X6 ,TYPE 1 AT 0.46m | | | ABOVE GRADE | | | 0012 210-06743 1.000 EACH| 750.60000 750.60| 550.00000 550.00| POST, TREATED, 6X6 ,w/ELECT,PLUMBING& | | | COMMUNICATIONS,TYPE 2 | | | 0013 211-02060 378.400 m3 | 21.79000 8245.34| 35.00000 13244.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 144 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,103.52 ROUTE : SR 37 CALL ORDER : 144 CONTRACT ID : R -24423-B COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 474.500 Mg | 27.89000 13233.81| 17.00000 8066.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 146.600 Mg | 174.00000 25508.40| 90.00000 13194.00| HMA FOR PATCHING | | | 0016 402-05468 291.000 Mg | 75.00000 21825.00| 40.25000 11712.75| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 294.000 Mg | 78.00000 22932.00| 40.00000 11760.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 405-05518 2207.000 m2 | 0.47000 1037.29| 0.65000 1434.55| ASPHALT FOR PRIME COAT | | | 0019 406-05521 2635.000 m2 | 0.09000 237.15| 0.20000 527.00| ASPHALT FOR TACK COAT | | | 0020 502-06627 77.300 m2 | 109.00000 8425.70| 55.00000 4251.50| PCCP, 150mm | | | 0021 603-03088 1.000 EACH| 1296.00000 1296.00| 1300.00000 1300.00| FENCE GATE, CHAIN LINK, 1220 mm X 1.8 m | | | 0022 603-06045 31.000 m | 77.76000 2410.56| 80.00000 2480.00| FENCE, CHAIN LINK, 1220 mm | | | 0023 604-06069 76.900 m2 | 45.21000 3476.65| 50.00000 3845.00| CURB RAMP, CONCRETE | | | 0024 604-91531 496.200 m2 | 31.01000 15387.16| 37.00000 18359.40| SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06120 847.200 m | 49.62000 42038.06| 30.00000 25416.00| CURB, CONCRETE | | | 0026 605-06125 16.500 m | 70.69000 1166.39| 110.00000 1815.00| CURB, CONCRETE, MODIFIED | | | 0027 621-06019 880.000 m2 | 5.67000 4989.60| 6.00000 5280.00| LANDSCAPE MULCH , BARK | | | 0028 621-06567 16.100 kL | 0.54000 8.69| 1.00000 16.10| WATER | | | 0029 621-06570 264.100 m3 | 60.93000 16091.61| 30.00000 7923.00| TOP SOIL | | | 0030 621-06575 894.500 m2 | 4.43000 3962.64| 4.70000 4204.15| SODDING, NURSERY | | | 0031 622-02564 LUMP| 62818.20000 62818.20| 60000.00000 60000.00| LANDSCAPING | | | 0032 702-90915 7.500 m3 | 288.36000 2162.70| 925.00000 6937.50| CONCRETE, A | | | 0033 703-06028 259.000 kg | 3.56000 922.04| 25.00000 6475.00| REINFORCING BARS | | | 0034 704-04850 202.200 m2 | 116.26000 23507.77| 75.00000 15165.00| CONCRETE , STAMPED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 144 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,103.52 ROUTE : SR 37 CALL ORDER : 144 CONTRACT ID : R -24423-B COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD 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 715-05146 56.200 m | 68.92000 3873.30| 130.00000 7306.00| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0036 719-04991 1.000 m | 1220.78000 1220.78| 1100.00000 1100.00| DRAIN CHANNEL, SLOTTED | | | 0037 720-04682 1.000 EACH| 1792.54000 1792.54| 1400.00000 1400.00| INLET , MODIFIED | | | 0038 720-44000 1.000 EACH| 458.99000 458.99| 400.00000 400.00| CASTING, ADJUST TO GRADE | | | 0039 720-45250 1.000 EACH| 2346.66000 2346.66| 2100.00000 2100.00| CATCH BASIN, K10 | | | 0040 732-03942 2.000 EACH| 540.00000 1080.00| 1100.00000 2200.00| HYDRANT ,FREEZELESS WALL, 19 mm AT | | | SWINE BARN | | | 0041 732-04750 2.000 EACH| 1458.00000 2916.00| 700.00000 1400.00| CORPORATION STOP COMPLETE/19 mm TAP | | | 0042 732-04750 1.000 EACH| 1728.00000 1728.00| 725.00000 725.00| CORPORATION STOP COMPLETE/63.5 mm TAP | | | 0043 732-04926 1.000 EACH| 5292.00000 5292.00| 1600.00000 1600.00| VALVE , TYPE A/DRAIN-DOWN PIT | | | 0044 732-04926 3.000 EACH| 3780.00000 11340.00| 1550.00000 4650.00| VALVE , TYPE B/DRAIN-DOWN PIT | | | 0045 732-04964 651.000 m | 22.68000 14764.68| 170.00000 110670.00| WATER MAIN , PVC SCH. 80, 50.8 mm | | | 0046 732-04964 77.800 m | 27.00000 2100.60| 220.00000 17116.00| WATER MAIN , SCH. 80 PVC, 63.5 mm | | | 0047 732-04983 LUMP| 23328.00000 23328.00| 23000.00000 23000.00| PIPE RAILING, ALUMINUM | | | 0048 732-04987 1.000 EACH| 540.00000 540.00| 1000.00000 1000.00| CONNECTION , 50.8 mm/PENETRATION AT | | | SWINE BARN | | | 0049 805-02971 LUMP| 122580.00000 122580.00| 130500.00000 130500.00| ELECTRICAL SERVICE FEEDERS, UNDERGROUND | | | 0050 807-04443 11.000 m | 124.20000 1366.20| 125.00000 1375.00| CONDUIT ,SCH.80 PVC,50.8mm,.76m | | | COVER/CAP ENDS | | | 0051 807-04654 9.000 EACH| 2376.00000 21384.00| 1900.00000 17100.00| LIGHT POLE AND FOUNDATION | | | 0052 807-04962 18.000 EACH| 864.00000 15552.00| 900.00000 16200.00| LIGHT FIXTURE, TYPE A | | | SECTION TOTALS | $ 665,746.64| $ 673,434.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 665,746.64| $ 673,434.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0196025 0196025 0196025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,426,782.57 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,505,634.76 105.5265% 3 35-1212938 ATLAS EXCAVATING, INC. IRREGULAR $ 1,594,357.35 111.7449% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,748,783.86 122.5683% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| 1500.00000 18000.00| 2500.00000 30000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 28400.00000 28400.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 75200.00000 75200.00| 95000.00000 95000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 4930.000 m2 | 7.00000 34510.00| 5.45000 26868.50| 11.00000 54230.00 PAVEMENT, REMOVE | | | 0006 202-02278 1210.000 m | 7.00000 8470.00| 11.45000 13854.50| 10.00000 12100.00 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 1000.00000 1000.00| 100.00000 100.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0008 202-60820 270.000 m2 | 8.00000 2160.00| 9.65000 2605.50| 9.00000 2430.00 SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 1500.00000 1500.00| 4444.70000 4444.70| 3700.00000 3700.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-93615 2765.000 m2 | 5.00000 13825.00| 5.85000 16175.25| 6.00000 16590.00 CONCRETE, REMOVE | | | 0011 203-02000 4175.000 m3 | 18.00000 75150.00| 15.70000 65547.50| 20.00000 83500.00 EXCAVATION, COMMON | | | 0012 211-02060 2205.000 m3 | 0.01000 22.05| 16.25000 35831.25| 0.01000 22.05 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04075 1.000 Mg | 50.00000 50.00| 100.00000 100.00| 75.00000 75.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0014 303-52308 270.000 Mg | 26.00000 7020.00| 18.85000 5089.50| 27.00000 7290.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 371.000 Mg | 50.00000 18550.00| 54.50000 20219.50| 69.00000 25599.00 HMA FOR PATCHING | | | 0016 401-05437 7530.000 Mg | 38.00000 286140.00| 35.80000 269574.00| 38.75000 291787.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1785.000 Mg | 40.00000 71400.00| 39.10000 69793.50| 46.10000 82288.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 880.000 Mg | 46.00000 40480.00| 46.15000 40612.00| 50.10000 44088.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 260.000 m2 | 4.00000 1040.00| 1.30000 338.00| 1.10000 286.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 11.000 Mg | 260.00000 2860.00| 435.00000 4785.00| 195.00000 2145.00 ASPHALT FOR TACK COAT | | | 0021 604-06069 280.000 m2 | 36.00000 10080.00| 35.00000 9800.00| 57.00000 15960.00 CURB RAMP, CONCRETE | | | 0022 604-91404 400.000 m2 | 58.00000 23200.00| 52.00000 20800.00| 110.00000 44000.00 SIDEWALK, CONCRETE, 125 mm , STAMPED | | | BRICK STYLE | | | 0023 604-91531 1600.000 m2 | 30.00000 48000.00| 32.25000 51600.00| 31.00000 49600.00 SIDEWALK, CONCRETE, 100 mm | | | 0024 605-06120 180.000 m | 78.00000 14040.00| 69.20000 12456.00| 39.00000 7020.00 CURB, CONCRETE | | | 0025 605-06140 990.000 m | 44.00000 43560.00| 33.60000 33264.00| 34.00000 33660.00 CURB AND GUTTER, CONCRETE ,MODIFIED | | | 0026 610-05527 1211.000 Mg | 46.00000 55706.00| 46.90000 56795.90| 46.00000 55706.00 HMA FOR APPROACHES | | | 0027 611-05330 810.000 m2 | 42.00000 34020.00| 36.50000 29565.00| 39.00000 31590.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 621-04925 53.100 m2 | 6.75000 358.43| 6.75000 358.43| 7.00000 371.70 FABRIC , LANDSCAPE | | | 0029 621-06019 5.400 m2 | 5.75000 31.05| 5.75000 31.05| 6.00000 32.40 LANDSCAPE MULCH | | | 0030 621-06567 27.000 kL | 0.50000 13.50| 0.50000 13.50| 0.75000 20.25 WATER | | | 0031 621-06570 8.030 m3 | 60.00000 481.80| 100.00000 803.00| 30.00000 240.90 TOP SOIL | | | 0032 621-06575 145.000 m2 | 12.50000 1812.50| 12.50000 1812.50| 13.00000 1885.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-05651 11.000 EACH| 580.00000 6380.00| 580.00000 6380.00| 590.00000 6490.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0034 622-05654 531.000 EACH| 14.00000 7434.00| 14.00000 7434.00| 14.25000 7566.75 PLANT, PERENNIAL | | | 0035 622-91534 5.000 EACH| 650.00000 3250.00| 1400.00000 7000.00| 1100.00000 5500.00 TREE WELL , TYPE 1 | | | 0036 622-91534 3.000 EACH| 1500.00000 4500.00| 2500.00000 7500.00| 1200.00000 3600.00 TREE WELL , TYPE 2 | | | 0037 701-44245 170.000 kg | 9.00000 1530.00| 8.80000 1496.00| 7.00000 1190.00 REINFORCING STEEL FOR STRUCTURES | | | 0038 712-04835 6.000 EACH| 400.00000 2400.00| 600.00000 3600.00| 600.00000 3600.00 BOARDWALK , WOODEN, TEMPORARY | | | 0039 714-02803 0.800 m2 | 100.00000 80.00| 1250.00000 1000.00| 600.00000 480.00 WALL, CONCRETE MASONRY BLOCK | | | 0040 715-13010 175.000 m | 85.00000 14875.00| 110.00000 19250.00| 90.00000 15750.00 PIPE, GROUP L, 300mm | | | 0041 715-13015 105.000 m | 93.00000 9765.00| 98.00000 10290.00| 92.00000 9660.00 PIPE, GROUP L, 375mm | | | 0042 715-13020 55.000 m | 105.00000 5775.00| 100.00000 5500.00| 115.00000 6325.00 PIPE, GROUP L, 450mm | | | 0043 715-13030 201.000 m | 115.00000 23115.00| 190.00000 38190.00| 200.00000 40200.00 PIPE, GROUP L, 600mm | | | 0044 715-13040 151.000 m | 256.00000 38656.00| 260.00000 39260.00| 300.00000 45300.00 PIPE, GROUP L, 900 mm | | | 0045 715-13045 270.000 m | 325.00000 87750.00| 340.00000 91800.00| 350.00000 94500.00 PIPE, GROUP L, 1050 mm | | | 0046 715-15000 15.000 m | 82.00000 1230.00| 85.00000 1275.00| 105.00000 1575.00 PIPE, GROUP P, 150 mm | | | 0047 715-44240 15.500 m3 | 264.00000 4092.00| 620.00000 9610.00| 530.00000 8215.00 CONCRETE, A, STRUCTURES | | | 0048 720-44000 16.000 EACH| 222.00000 3552.00| 375.00000 6000.00| 210.00000 3360.00 CASTING, ADJUST TO GRADE | | | 0049 720-45045 8.000 EACH| 1076.00000 8608.00| 1270.00000 10160.00| 1400.00000 11200.00 INLET, J10 | | | 0050 720-45055 2.000 EACH| 1076.00000 2152.00| 1270.00000 2540.00| 1500.00000 3000.00 INLET, M10 | | | 0051 720-45410 5.000 EACH| 1370.00000 6850.00| 1700.00000 8500.00| 5000.00000 25000.00 MANHOLE, C4 | | | 0052 720-94612 5.000 EACH| 3364.00000 16820.00| 5800.00000 29000.00| 3200.00000 16000.00 MANHOLE, K4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-95422 2.000 EACH| 2124.00000 4248.00| 3700.00000 7400.00| 3000.00000 6000.00 MANHOLE, J4 | | | 0054 720-97962 1.000 EACH| 7754.00000 7754.00| 30000.00000 30000.00| 4000.00000 4000.00 MANHOLE, G4, MODIFIED | | | 0055 720-98174 8.000 EACH| 1751.00000 14008.00| 1740.00000 13920.00| 2200.00000 17600.00 INLET, B15 | | | 0056 720-98555 5.000 EACH| 1788.00000 8940.00| 1740.00000 8700.00| 2200.00000 11000.00 INLET, C15 | | | 0057 801-04308 8.000 EACH| 230.00000 1840.00| 230.00000 1840.00| 325.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06203 3990.000 m | 1.72000 6862.80| 0.59000 2354.10| 1.50000 5985.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06216 65.000 m | 16.00000 1040.00| 3.95000 256.75| 7.55000 490.75 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm STOP LINE | | | 0060 801-06606 35.000 EACH| 140.00000 4900.00| 140.00000 4900.00| 130.00000 4550.00 BARRICADE, IIIB | | | 0061 801-06625 27.000 EACH| 70.00000 1890.00| 70.00000 1890.00| 200.00000 5400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 47.000 EACH| 125.00000 5875.00| 125.00000 5875.00| 200.00000 9400.00 CONSTRUCTION SIGN, A | | | 0063 801-06710 450.000 DAY | 15.00000 6750.00| 15.00000 6750.00| 16.00000 7200.00 FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 35500.00000 35500.00| 7000.00000 7000.00| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0065 802-02489 80.000 m | 32.80000 2624.00| 38.60000 3088.00| 39.00000 3120.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 7.500 m2 | 134.55000 1009.13| 161.50000 1211.25| 165.00000 1237.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-76035 6.500 m2 | 137.24000 892.06| 147.00000 955.50| 150.00000 975.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0068 802-76045 3.500 m2 | 150.00000 525.00| 208.00000 728.00| 210.00000 735.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0069 805-01842 11.000 EACH| 550.00000 6050.00| 655.00000 7205.00| 660.00000 7260.00 HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 500.00000 500.00| 460.00000 460.00| 465.00000 465.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-02151 8.000 EACH| 400.00000 3200.00| 350.00000 2800.00| 352.00000 2816.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0072 805-06592 1135.000 m | 32.80000 37228.00| 30.20000 34277.00| 30.50000 34617.50 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78106 1.000 EACH| 6900.00000 6900.00| 6320.00000 6320.00| 6360.00000 6360.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0074 805-78205 8.000 EACH| 350.00000 2800.00| 380.00000 3040.00| 385.00000 3080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78370 8.000 EACH| 150.00000 1200.00| 75.00000 600.00| 76.00000 608.00 PEDESTRIAN PUSH BUTTON | | | 0076 805-78415 4.000 EACH| 1000.00000 4000.00| 1190.00000 4760.00| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0077 805-78420 4.000 EACH| 250.00000 1000.00| 165.00000 660.00| 166.00000 664.00 DISCONNECT HANGER | | | 0078 805-78445 1.000 EACH| 500.00000 500.00| 440.00000 440.00| 443.00000 443.00 SIGNAL SERVICE | | | 0079 805-78467 18.000 m | 5.25000 94.50| 4.90000 88.20| 5.00000 90.00 SIGNAL CABLE, 3C 8GA. | | | 0080 805-78470 1380.000 m | 0.98000 1352.40| 2.10000 2898.00| 2.15000 2967.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0081 805-78485 200.000 m | 2.95000 590.00| 3.05000 610.00| 3.10000 620.00 SIGNAL CABLE, 5C 14GA. | | | 0082 805-78490 210.000 m | 3.28000 688.80| 3.25000 682.50| 3.30000 693.00 SIGNAL CABLE, 7C 14GA. | | | 0083 805-78492 680.000 m | 3.60000 2448.00| 5.20000 3536.00| 5.25000 3570.00 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0084 805-78510 860.000 m | 2.46000 2115.60| 2.05000 1763.00| 2.10000 1806.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0086 805-78785 12.000 EACH| 400.00000 4800.00| 450.00000 5400.00| 455.00000 5460.00 SIGNAL DETECTOR HOUSING | | | 0087 805-78790 12.000 EACH| 260.00000 3120.00| 335.00000 4020.00| 338.00000 4056.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0088 805-78795 421.000 m | 32.80000 13808.80| 30.20000 12714.20| 30.50000 12840.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0089 805-78906 4.000 EACH| 1800.00000 7200.00| 1470.00000 5880.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0090 805-78925 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 755.00000 755.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 805-86810 1.000 EACH| 2700.00000 2700.00| 2950.00000 2950.00| 2970.00000 2970.00 SERVICE POINT, II | | | 0094 805-86838 2770.000 m | 1.64000 4542.80| 3.20000 8864.00| 3.25000 9002.50 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0095 805-86889 230.000 m | 1.64000 377.20| 1.60000 368.00| 1.62000 372.60 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0096 805-86920 28.000 EACH| 15.00000 420.00| 18.15000 508.20| 18.25000 511.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0097 805-86925 4.000 EACH| 20.00000 80.00| 28.25000 113.00| 28.50000 114.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0098 805-86930 14.000 EACH| 15.00000 210.00| 11.85000 165.90| 12.00000 168.00 INSULATING LINK, NOT WATERPROOFED | | | 0099 805-86935 24.000 EACH| 25.00000 600.00| 24.22000 581.28| 24.50000 588.00 INSULATING LINK, WATERPROOFED | | | 0100 806-53072 LUMP| 5000.00000 5000.00| 2630.00000 2630.00| 2650.00000 2650.00 TEMPORARY TRAFFIC SIGNAL | | | 0101 807-02191 5.000 EACH| 550.00000 2750.00| 490.00000 2450.00| 495.00000 2475.00 HANDHOLE, LIGHTING | | | 0102 807-02193 2.000 EACH| 550.00000 1100.00| 820.00000 1640.00| 825.00000 1650.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0103 807-02784 2.000 EACH| 1200.00000 2400.00| 435.00000 870.00| 440.00000 880.00 LUMINAIRE MAST ARM, 6.1 m | | | 0104 807-04143 10.000 EACH| 1200.00000 12000.00| 815.00000 8150.00| 820.00000 8200.00 LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0105 807-04962 5.000 EACH| 1200.00000 6000.00| 1400.00000 7000.00| 0.00000 0.00 LIGHT WELL | | | 0106 807-83636 2.000 EACH| 1050.00000 2100.00| 910.00000 1820.00| 915.00000 1830.00 LIGHT POLE, 11.0 m E.M.H., 1.5 m MAST | | | ARM, ANCHOR BASE | | | 0107 807-86615 4.000 EACH| 225.00000 900.00| 160.00000 640.00| 161.00000 644.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0108 807-86910 14.000 EACH| 25.00000 350.00| 24.50000 343.00| 24.70000 345.80 CONNECTOR KIT, UNFUSED | | | 0109 807-86915 14.000 EACH| 28.00000 392.00| 24.50000 343.00| 24.70000 345.80 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 807-86950 14.000 EACH| 35.00000 490.00| 12.50000 175.00| 12.60000 176.40 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0111 807-93647 10.000 EACH| 350.00000 3500.00| 560.00000 5600.00| 565.00000 5650.00 LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0112 807-93651 10.000 SET | 400.00000 4000.00| 420.00000 4200.00| 425.00000 4250.00 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0113 808-06701 250.000 m | 1.10000 275.00| 1.18000 295.00| 1.15000 287.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-75205 595.000 m | 1.10000 654.50| 1.18000 702.10| 1.15000 684.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0116 808-75245 720.000 m | 1.10000 792.00| 1.18000 849.60| 1.15000 828.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0117 808-75297 63.000 m | 9.50000 598.50| 9.85000 620.55| 9.55000 601.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0118 808-75300 291.000 m | 2.40000 698.40| 1.75000 509.25| 2.45000 712.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0119 808-75320 6.000 EACH| 65.00000 390.00| 45.00000 270.00| 65.25000 391.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 4.000 EACH| 85.00000 340.00| 55.00000 220.00| 85.10000 340.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-92027 490.000 m | 2.50000 1225.00| 2.36000 1156.40| 2.55000 1249.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0123 805-79020 LUMP| 4500.00000 4500.00| 3658.00000 3658.00| 3700.00000 3700.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0124 808-75260 53.000 m | 4.75000 251.75| 7.00000 371.00| 4.80000 254.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0125 808-75278 186.000 m | 4.75000 883.50| 7.00000 1302.00| 4.80000 892.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1212938 |WALSH & KELLY |BUCKO CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 808-06716 5690.000 m | 1.15000 6543.50| 1.31000 7453.90| 1.20000 6828.00 LINE, REMOVE | | | 0127 801-06207 1700.000 m | 2.60000 4420.00| 2.60000 4420.00| 3.10000 5270.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,426,782.57| $ 1,505,634.76| $ 1,594,357.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,426,782.57| $ 1,505,634.76| $ 1,594,357.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 2150.00000 25800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12500.00000 12500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 149050.00000 149050.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 64200.00000 64200.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 4930.000 m2 | 11.00000 54230.00| | PAVEMENT, REMOVE | | | 0006 202-02278 1210.000 m | 10.90000 13189.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 1150.00000 1150.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0008 202-60820 270.000 m2 | 11.00000 2970.00| | SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 4150.00000 4150.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-93615 2765.000 m2 | 11.00000 30415.00| | CONCRETE, REMOVE | | | 0011 203-02000 4175.000 m3 | 19.70000 82247.50| | EXCAVATION, COMMON | | | 0012 211-02060 2205.000 m3 | 0.01000 22.05| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-04075 1.000 Mg | 95.00000 95.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0014 303-52308 270.000 Mg | 32.00000 8640.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 371.000 Mg | 54.60000 20256.60| | HMA FOR PATCHING | | | 0016 401-05437 7530.000 Mg | 38.70000 291411.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1785.000 Mg | 46.00000 82110.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 880.000 Mg | 50.00000 44000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 260.000 m2 | 1.00000 260.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 11.000 Mg | 190.00000 2090.00| | ASPHALT FOR TACK COAT | | | 0021 604-06069 280.000 m2 | 57.20000 16016.00| | CURB RAMP, CONCRETE | | | 0022 604-91404 400.000 m2 | 74.70000 29880.00| | SIDEWALK, CONCRETE, 125 mm , STAMPED | | | BRICK STYLE | | | 0023 604-91531 1600.000 m2 | 40.35000 64560.00| | SIDEWALK, CONCRETE, 100 mm | | | 0024 605-06120 180.000 m | 46.00000 8280.00| | CURB, CONCRETE | | | 0025 605-06140 990.000 m | 47.50000 47025.00| | CURB AND GUTTER, CONCRETE ,MODIFIED | | | 0026 610-05527 1211.000 Mg | 45.00000 54495.00| | HMA FOR APPROACHES | | | 0027 611-05330 810.000 m2 | 45.25000 36652.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 621-04925 53.100 m2 | 7.75000 411.53| | FABRIC , LANDSCAPE | | | 0029 621-06019 5.400 m2 | 6.55000 35.37| | LANDSCAPE MULCH | | | 0030 621-06567 27.000 kL | 0.60000 16.20| | WATER | | | 0031 621-06570 8.030 m3 | 28.40000 228.05| | TOP SOIL | | | 0032 621-06575 145.000 m2 | 14.20000 2059.00| | SODDING, NURSERY | | | 0033 622-05651 11.000 EACH| 660.00000 7260.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0034 622-05654 531.000 EACH| 16.00000 8496.00| | PLANT, PERENNIAL | | | 0035 622-91534 5.000 EACH| 2485.00000 12425.00| | TREE WELL , TYPE 1 | | | 0036 622-91534 3.000 EACH| 5885.00000 17655.00| | TREE WELL , TYPE 2 | | | 0037 701-44245 170.000 kg | 10.25000 1742.50| | REINFORCING STEEL FOR STRUCTURES | | | 0038 712-04835 6.000 EACH| 400.00000 2400.00| | BOARDWALK , WOODEN, TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 714-02803 0.800 m2 | 550.00000 440.00| | WALL, CONCRETE MASONRY BLOCK | | | 0040 715-13010 175.000 m | 96.00000 16800.00| | PIPE, GROUP L, 300mm | | | 0041 715-13015 105.000 m | 105.50000 11077.50| | PIPE, GROUP L, 375mm | | | 0042 715-13020 55.000 m | 119.00000 6545.00| | PIPE, GROUP L, 450mm | | | 0043 715-13030 201.000 m | 130.70000 26270.70| | PIPE, GROUP L, 600mm | | | 0044 715-13040 151.000 m | 291.00000 43941.00| | PIPE, GROUP L, 900 mm | | | 0045 715-13045 270.000 m | 369.00000 99630.00| | PIPE, GROUP L, 1050 mm | | | 0046 715-15000 15.000 m | 93.00000 1395.00| | PIPE, GROUP P, 150 mm | | | 0047 715-44240 15.500 m3 | 300.00000 4650.00| | CONCRETE, A, STRUCTURES | | | 0048 720-44000 16.000 EACH| 250.00000 4000.00| | CASTING, ADJUST TO GRADE | | | 0049 720-45045 8.000 EACH| 1225.00000 9800.00| | INLET, J10 | | | 0050 720-45055 2.000 EACH| 1225.00000 2450.00| | INLET, M10 | | | 0051 720-45410 5.000 EACH| 1555.00000 7775.00| | MANHOLE, C4 | | | 0052 720-94612 5.000 EACH| 3825.00000 19125.00| | MANHOLE, K4 | | | 0053 720-95422 2.000 EACH| 2420.00000 4840.00| | MANHOLE, J4 | | | 0054 720-97962 1.000 EACH| 8800.00000 8800.00| | MANHOLE, G4, MODIFIED | | | 0055 720-98174 8.000 EACH| 1990.00000 15920.00| | INLET, B15 | | | 0056 720-98555 5.000 EACH| 2025.00000 10125.00| | INLET, C15 | | | 0057 801-04308 8.000 EACH| 260.00000 2080.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06203 3990.000 m | 0.70000 2793.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06216 65.000 m | 4.50000 292.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm STOP LINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06606 35.000 EACH| 160.00000 5600.00| | BARRICADE, IIIB | | | 0061 801-06625 27.000 EACH| 79.50000 2146.50| | DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 47.000 EACH| 142.00000 6674.00| | CONSTRUCTION SIGN, A | | | 0063 801-06710 450.000 DAY | 17.00000 7650.00| | FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 27000.00000 27000.00| | MAINTAINING TRAFFIC | | | 0065 802-02489 80.000 m | 29.25000 2340.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 7.500 m2 | 155.00000 1162.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-76035 6.500 m2 | 165.00000 1072.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0068 802-76045 3.500 m2 | 170.00000 595.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0069 805-01842 11.000 EACH| 745.00000 8195.00| | HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 525.00000 525.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02151 8.000 EACH| 400.00000 3200.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0072 805-06592 1135.000 m | 34.32000 38953.20| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78106 1.000 EACH| 7181.82000 7181.82| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0074 805-78205 8.000 EACH| 431.82000 3454.56| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78370 8.000 EACH| 85.23000 681.84| | PEDESTRIAN PUSH BUTTON | | | 0076 805-78415 4.000 EACH| 1352.27000 5409.08| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78420 4.000 EACH| 187.50000 750.00| | DISCONNECT HANGER | | | 0078 805-78445 1.000 EACH| 500.00000 500.00| | SIGNAL SERVICE | | | 0079 805-78467 18.000 m | 5.57000 100.26| | SIGNAL CABLE, 3C 8GA. | | | 0080 805-78470 1380.000 m | 2.39000 3298.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0081 805-78485 200.000 m | 3.47000 694.00| | SIGNAL CABLE, 5C 14GA. | | | 0082 805-78490 210.000 m | 3.69000 774.90| | SIGNAL CABLE, 7C 14GA. | | | 0083 805-78492 680.000 m | 5.91000 4018.80| | SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0084 805-78510 860.000 m | 2.33000 2003.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0086 805-78785 12.000 EACH| 511.36000 6136.32| | SIGNAL DETECTOR HOUSING | | | 0087 805-78790 12.000 EACH| 380.68000 4568.16| | LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0088 805-78795 421.000 m | 34.32000 14448.72| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0089 805-78906 4.000 EACH| 1670.46000 6681.84| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0090 805-78925 1.000 EACH| 852.27000 852.27| | CONTROLLER CABINET FOUNDATION, P1 | | | 0093 805-86810 1.000 EACH| 3352.27000 3352.27| | SERVICE POINT, II | | | 0094 805-86838 2770.000 m | 3.64000 10082.80| | WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0095 805-86889 230.000 m | 1.82000 418.60| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0096 805-86920 28.000 EACH| 20.63000 577.64| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0097 805-86925 4.000 EACH| 32.10000 128.40| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0098 805-86930 14.000 EACH| 13.47000 188.58| | INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-86935 24.000 EACH| 27.52000 660.48| | INSULATING LINK, WATERPROOFED | | | 0100 806-53072 LUMP| 2988.64000 2988.64| | TEMPORARY TRAFFIC SIGNAL | | | 0101 807-02191 5.000 EACH| 556.82000 2784.10| | HANDHOLE, LIGHTING | | | 0102 807-02193 2.000 EACH| 931.82000 1863.64| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0103 807-02784 2.000 EACH| 494.32000 988.64| | LUMINAIRE MAST ARM, 6.1 m | | | 0104 807-04143 10.000 EACH| 926.14000 9261.40| | LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0105 807-04962 5.000 EACH| 2484.40000 12422.00| | LIGHT WELL | | | 0106 807-83636 2.000 EACH| 1034.09000 2068.18| | LIGHT POLE, 11.0 m E.M.H., 1.5 m MAST | | | ARM, ANCHOR BASE | | | 0107 807-86615 4.000 EACH| 181.82000 727.28| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0108 807-86910 14.000 EACH| 27.84000 389.76| | CONNECTOR KIT, UNFUSED | | | 0109 807-86915 14.000 EACH| 27.84000 389.76| | CONNECTOR KIT, FUSED | | | 0110 807-86950 14.000 EACH| 14.20000 198.80| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0111 807-93647 10.000 EACH| 636.36000 6363.60| | LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0112 807-93651 10.000 SET | 477.27000 4772.70| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0113 808-06701 250.000 m | 1.25000 312.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-75205 595.000 m | 1.25000 743.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 160 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,455.13 ROUTE : US 41 CALL ORDER : 160 CONTRACT ID : R -24558-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 808-75245 720.000 m | 1.25000 900.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0117 808-75297 63.000 m | 10.80000 680.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0118 808-75300 291.000 m | 2.73000 794.43| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0119 808-75320 6.000 EACH| 73.86000 443.16| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 4.000 EACH| 96.59000 386.36| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-92027 490.000 m | 2.56000 1254.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0123 805-79020 LUMP| 4156.82000 4156.82| | TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0124 808-75260 53.000 m | 5.40000 286.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0125 808-75278 186.000 m | 5.40000 1004.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0126 808-06716 5690.000 m | 1.31000 7453.90| | LINE, REMOVE | | | 0127 801-06207 1700.000 m | 3.47000 5899.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,748,783.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,748,783.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,529,477.40 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -24561-A COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651153 0651153 0651150 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,429,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SHOULDER WIDENING | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 21000.00000 21000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 220637.45000 220637.45| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 44000.00000 44000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 1532.000 m | 8.00000 12256.00| | GUARDRAIL, REMOVE | | | 0006 202-74055 3.000 EACH| 2500.00000 7500.00| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0007 202-93763 10.000 EACH| 250.00000 2500.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0008 202-94793 198.000 m | 30.00000 5940.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0009 203-02080 9.120 km | 100.00000 912.00| | LINEAR GRADING | | | 0010 205-02224 636.000 m | 6.55000 4165.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 155.000 m | 12.35000 1914.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 10.000 EACH| 80.00000 800.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,529,477.40 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -24561-A COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 36.000 EACH| 65.00000 2340.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 297.000 m3 | 44.00000 13068.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 5.000 m3 | 400.00000 2000.00| | FLOWABLE MORTAR | | | 0016 303-52308 27876.200 Mg | 13.50000 376328.70| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 4846.000 Mg | 13.50000 65421.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 305-05731 67487.200 Mg | 33.40000 2254072.48| | WIDENING WITH QC/QA HMA | | | 0019 402-05495 37.200 Mg | 58.00000 2157.60| | HMA WEDGE AND LEVEL | | | 0020 405-05517 99.800 Mg | 250.00000 24950.00| | ASPHALT FOR PRIME COAT | | | 0021 406-05520 52.500 Mg | 190.00000 9975.00| | ASPHALT FOR TACK COAT | | | 0022 601-02206 50.000 m | 53.00000 2650.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0023 601-05657 12.000 EACH| 24500.00000 294000.00| | ENERGY ABSORBING TERMINAL, CZ, LEAVE IN | | | PLACE | | | 0024 601-06035 263.000 m | 45.00000 11835.00| | GUARDRAIL, RESET | | | 0025 601-97079 1.000 EACH| 1000.00000 1000.00| | GRAVEL BARREL ARRAY, REMOVE | | | 0026 601-97080 1.000 EACH| 2200.00000 2200.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99123 1.000 EACH| 2350.00000 2350.00| | GUARDRAIL TRANSITION, GP | | | 0028 602-06646 663.000 m | 5.00000 3315.00| | TEMPORARY CONCRETE BARRIER | | | 0029 602-95580 314.000 m | 120.00000 37680.00| | TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0030 621-01004 7.000 EACH| 650.00000 4550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,529,477.40 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -24561-A COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-06545 9.170 Mg | 535.00000 4905.95| | FERTILIZER | | | 0032 621-06553 1936.000 kg | 8.55000 16552.80| | SEED MIXTURE, R | | | 0033 621-06565 45.800 Mg | 495.00000 22671.00| | MULCHING MATERIAL | | | 0034 702-90915 21.500 m3 | 400.00000 8600.00| | CONCRETE, A | | | 0035 714-94664 5.500 m | 775.00000 4262.50| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0036 715-05019 45.000 m | 180.00000 8100.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0037 715-05118 138.700 m | 95.00000 13176.50| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0038 715-05119 70.000 m | 100.00000 7000.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05121 24.000 m | 110.00000 2640.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0040 715-05149 164.000 m | 95.00000 15580.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05429 61.500 m | 260.00000 15990.00| | PIPE, SLOTTED VANE DRAIN, 375 mm | | | 0042 715-05595 5.500 m | 210.00000 1155.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0043 715-05596 7.500 m | 230.00000 1725.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0044 715-05889 8.000 m | 450.00000 3600.00| | PIPE EXTENSION, CIRCULAR, 750 mm | | | 0045 715-26728 3.000 EACH| 2700.00000 8100.00| | GRATED BOX END SECTION, II, 4:1, 300 mm | | | 0046 715-46000 2.000 EACH| 175.00000 350.00| | PIPE END SECTION, 300 mm | | | 0047 715-46005 1.000 EACH| 225.00000 225.00| | PIPE END SECTION, 375 mm | | | 0048 715-46010 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 450 mm | | | 0049 715-46030 1.000 EACH| 550.00000 550.00| | PIPE END SECTION, 750 mm | | | 0050 715-46040 2.000 EACH| 700.00000 1400.00| | PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,529,477.40 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -24561-A COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-97686 2.000 EACH| 3800.00000 7600.00| | GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0052 720-44296 8.000 EACH| 360.00000 2880.00| | CAP INLET | | | 0053 720-45065 2.000 EACH| 2100.00000 4200.00| | INLET, N12 | | | 0054 720-45069 3.000 EACH| 1500.00000 4500.00| | INLET, P12 | | | 0055 720-45070 6.000 EACH| 1500.00000 9000.00| | INLET, P12A | | | 0056 720-95310 1.000 EACH| 2300.00000 2300.00| | INLET, P12A, MODIFIED | | | 0057 801-03290 38.000 EACH| 85.00000 3230.00| | CONSTRUCTION SIGN, C | | | 0058 801-06207 20624.800 m | 3.40000 70124.32| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06469 10923.000 m | 4.00000 43692.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0060 801-06606 3.000 EACH| 75.00000 225.00| | BARRICADE, IIIB | | | 0061 801-06640 69.000 EACH| 60.00000 4140.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 14.000 EACH| 35.00000 490.00| | CONSTRUCTION SIGN, B | | | 0063 801-06710 540.000 DAY | 15.00000 8100.00| | FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 255500.00000 255500.00| | MAINTAINING TRAFFIC | | | 0065 801-09133 8.000 EACH| 5000.00000 40000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0067 802-02475 6.000 EACH| 1365.00000 8190.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0068 802-74046 2.000 EACH| 55.00000 110.00| | SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0069 805-86935 8.000 EACH| 37.00000 296.00| | INSULATING LINK, WATERPROOFED | | | 0070 807-02191 2.000 EACH| 600.00000 1200.00| | HANDHOLE, LIGHTING | | | 0071 808-06711 646.000 m | 0.20000 129.20| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,529,477.40 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -24561-A COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-06713 7288.000 m | 0.16000 1166.08| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 8824.000 m | 0.16000 1411.84| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0074 808-06716 12812.000 m | 1.40000 17936.80| | LINE, REMOVE | | | 0075 808-75001 1437.800 m | 0.25000 359.45| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0077 808-75090 3870.400 m | 1.95000 7547.28| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 600 mm | | | 0078 808-75994 742.000 EACH| 5.00000 3710.00| | PRISMATIC REFLECTOR | | | 0079 808-75996 45.000 EACH| 7.00000 315.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 45.000 EACH| 33.00000 1485.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 602-06804 1.000 EACH| 118000.00000 118000.00| | MOVEABLE CONCRETE TRAFFIC BARRIER | | | TRANSFER MACHINE | | | 0082 602-06805 1220.000 m | 188.00000 229360.00| | MOVEABLE CONCRETE TRAFFIC BARRIER | | | SECTION TOTALS | $ 4,429,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,429,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,868,948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1779011 1790011 1790011 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 10,163,385.86 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 10,885,335.60 107.1034% 3 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 11,575,196.06 113.8911% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 24.000 MOS | 1850.00000 44400.00| 1900.00000 45600.00| 1553.45000 37282.80 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 171900.00000 171900.00| 180000.00000 180000.00| 185643.99000 185643.99 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 430000.00000 430000.00| 540000.00000 540000.00| 576412.87000 576412.87 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 140000.00000 140000.00| 66676.46000 66676.46 CLEARING RIGHT OF WAY | | | 0005 202-01901 1.000 EACH| 6000.00000 6000.00| 6300.00000 6300.00| 5883.22000 5883.22 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 13001.000 SYS | 4.60000 59804.60| 4.80000 62404.80| 4.91000 63834.91 PAVEMENT, REMOVE | | | 0007 202-02241 120.000 LFT | 9.70000 1164.00| 10.00000 1200.00| 6.26000 751.20 GUARDRAIL, REMOVE | | | 0008 202-02273 1853.000 SYS | 13.80000 25571.40| 14.00000 25942.00| 12.18000 22569.54 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 18264.000 LFT | 3.45000 63010.80| 3.60000 65750.40| 2.58000 47121.12 CURB, CONCRETE, REMOVE | | | 0010 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 3078.82000 3078.82 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0011 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 2387.70000 2387.70 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0012 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 2279.83000 2279.83 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 3078.82000 3078.82 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0014 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1402.31000 1402.31 HOUSES AND BUILDINGS, REMOVE PARCEL 10 | | | 0015 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 2279.82000 2279.83 HOUSES AND BUILDINGS, REMOVE PARCEL 15 | | | 0016 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 448.09000 448.09 HOUSES AND BUILDINGS, REMOVE PARCEL 24 | | | 0017 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 539.35000 539.35 HOUSES AND BUILDINGS, REMOVE PARCEL 29 | | | 0018 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 2279.83000 2279.83 HOUSES AND BUILDINGS, REMOVE PARCEL 32 | | | 0019 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1769.93000 1769.93 HOUSES AND BUILDINGS, REMOVE PARCEL 46 | | | 0020 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 2811.90000 2811.90 HOUSES AND BUILDINGS, REMOVE PARCEL 57 | | | 0021 202-03000 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 534.39000 534.39 HOUSES AND BUILDINGS, REMOVE PARCEL 6 | | | 0022 202-60820 19239.000 SYS | 2.30000 44249.70| 3.40000 65412.60| 2.48000 47712.72 SURFACE MILLING, ASPHALT | | | 0023 202-60822 18629.000 SYS | 11.70000 217959.30| 3.40000 63338.60| 12.62000 235097.98 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0024 202-74050 3.000 EACH| 317.78000 953.34| 110.00000 330.00| 346.11000 1038.33 SIGN, OVERHEAD, REMOVE | | | 0025 202-74090 LUMP| 3136.06000 3136.06| 1100.00000 1100.00| 3415.71000 3415.71 OVERHEAD SIGN STRUCTURE, REMOVE | | | 0026 202-78515 LUMP| 1200.62000 1200.62| 1100.00000 1100.00| 1307.68000 1307.68 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0027 203-02000 59696.000 CYS | 7.46000 445332.16| 7.80000 465628.80| 8.72000 520549.12 EXCAVATION, COMMON | | | 0028 203-02045 21200.000 CYS | 3.90000 82680.00| 4.10000 86920.00| 3.08000 65296.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0029 203-02070 31001.000 CYS | 3.30000 102303.30| 3.50000 108503.50| 10.77000 333880.77 BORROW | | | 0030 203-02235 7001.000 SYS | 0.32000 2240.32| 1.60000 11201.60| 0.43000 3010.43 BREAKING PAVEMENT | | | 0031 203-03386 300.000 SYS | 27.50000 8250.00| 32.00000 9600.00| 29.66000 8898.00 LIME STABILIZED SOIL MIXTURE, PROCESS _ | | | 0032 205-02224 19296.000 LFT | 1.45000 27979.20| 1.50000 28944.00| 1.56000 30101.76 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 205-02229 9120.000 LFT | 2.30000 20976.00| 2.40000 21888.00| 2.48000 22617.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0034 205-02236 34.000 EACH| 65.00000 2210.00| 68.00000 2312.00| 70.12000 2384.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0035 211-02060 7354.000 CYS | 14.90000 109574.60| 16.00000 117664.00| 18.08000 132960.32 B BORROW FOR STRUCTURE BACKFILL | | | 0036 303-04075 152.000 TON | 30.00000 4560.00| 31.00000 4712.00| 31.69000 4816.88 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0037 303-52308 39199.000 TON | 12.75000 499787.25| 15.00000 587985.00| 16.00000 627184.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0038 305-05204 3083.000 TON | 76.20000 234924.60| 170.00000 524110.00| 82.20000 253422.60 HMA FOR PATCHING | | | 0039 310-04014 1013.000 SYS | 62.00000 62806.00| 89.00000 90157.00| 60.54000 61327.02 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0040 401-05437 54516.000 TON | 35.15000 1916237.40| 36.00000 1962576.00| 37.92000 2067246.72 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0041 401-05455 27479.000 TON | 36.15000 993365.85| 37.00000 1016723.00| 38.99000 1071406.21 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0042 401-05456 13498.000 TON | 50.75000 685023.50| 42.00000 566916.00| 54.74000 738880.52 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0043 401-05463 4158.000 TON | 38.45000 159875.10| 39.00000 162162.00| 41.48000 172473.84 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0044 401-06264 LUMP| 4600.00000 4600.00| 8400.00000 8400.00| 4962.01000 4962.01 PROFILOGRAPH, HMA | | | 0045 402-05470 3693.000 TON | 34.10000 125931.30| 37.00000 136641.00| 36.78000 135828.54 HMA BASE C25.0 mm, MAINLINE | | | 0046 402-05481 8353.000 TON | 32.00000 267296.00| 36.00000 300708.00| 34.52000 288345.56 HMA BASE 25.0 mm, SHOULDER | | | 0047 402-05487 2305.000 TON | 38.45000 88627.25| 37.00000 85285.00| 41.48000 95611.40 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0048 404-05511 51000.000 SYS | 0.70000 35700.00| 1.10000 56100.00| 0.76000 38760.00 SEAL COAT, 2 | | | 0049 405-05517 86.000 TON | 325.00000 27950.00| 380.00000 32680.00| 350.58000 30149.88 ASPHALT FOR PRIME COAT | | | 0050 406-05520 157.500 TON | 175.00000 27562.50| 180.00000 28350.00| 188.77000 29731.28 ASPHALT FOR TACK COAT | | | 0051 601-01621 2.000 EACH| 1675.00000 3350.00| 1800.00000 3600.00| 1941.66000 3883.32 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 601-61390 8.000 EACH| 40.00000 320.00| 42.00000 336.00| 43.15000 345.20 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0054 601-99105 1393.750 LFT | 10.35000 14425.31| 11.00000 15331.25| 11.87000 16543.81 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 601-99106 300.000 LFT | 19.65000 5895.00| 21.00000 6300.00| 19.42000 5826.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0056 604-44251 1.600 CYS | 895.00000 1432.00| 1100.00000 1760.00| 321.13000 513.81 STEPS, CONCRETE | | | 0057 604-91531 12.000 SYS | 75.00000 900.00| 69.00000 828.00| 24.46000 293.52 SIDEWALK, CONCRETE, 4 IN. | | | 0058 605-06100 1662.000 LFT | 21.50000 35733.00| 13.00000 21606.00| 9.99000 16603.38 CURB, INTEGRAL, C, CONCRETE | | | 0059 605-06120 319.000 LFT | 17.55000 5598.45| 24.00000 7656.00| 21.63000 6899.97 CURB, CONCRETE | | | 0060 605-06145 1040.000 LFT | 13.25000 13780.00| 17.00000 17680.00| 10.22000 10628.80 CURB AND GUTTER, B, CONCRETE | | | 0061 605-06150 117.000 LFT | 28.50000 3334.50| 37.00000 4329.00| 17.82000 2084.94 CURB AND GUTTER, C, CONCRETE | | | 0062 605-06210 885.000 LFT | 36.10000 31948.50| 34.00000 30090.00| 12.40000 10974.00 CENTER CURB, C, CONCRETE | | | 0063 605-97305 1.000 EACH| 1425.00000 1425.00| 1600.00000 1600.00| 189.25000 189.25 CURB AND GUTTER TURNOUT, COMBINED, | | | MODIFIED | | | 0064 607-06380 185.000 LFT | 43.00000 7955.00| 62.00000 11470.00| 59.93000 11087.05 PAVED SIDE DITCH, K | | | 0065 610-05527 3381.000 TON | 55.50000 187645.50| 51.00000 172431.00| 59.87000 202420.47 HMA FOR APPROACHES | | | 0066 611-05330 3390.000 SYS | 36.00000 122040.00| 36.00000 122040.00| 34.25000 116107.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0067 611-06497 134.000 EACH| 160.00000 21440.00| 170.00000 22780.00| 113.26000 15176.84 MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 1.000 EACH| 195.00000 195.00| 200.00000 200.00| 167.20000 167.20 MAILBOX ASSEMBLY, DOUBLE | | | 0069 611-52817 1.000 EACH| 14000.00000 14000.00| 21000.00000 21000.00| 3480.96000 3480.96 TEMPORARY CROSSOVER, B | | | 0070 612-04315 420.000 TON | 480.00000 201600.00| 660.00000 277200.00| 605.15000 254163.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0071 612-60410 2321.000 EACH| 5.60000 12997.60| 6.70000 15550.70| 6.20000 14390.20 DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 615-06490 331.000 EACH| 104.00000 34424.00| 110.00000 36410.00| 107.87000 35704.97 RIGHT OF WAY MARKER | | | 0073 615-06500 17.000 EACH| 375.00000 6375.00| 390.00000 6630.00| 404.51000 6876.67 MONUMENT, A | | | 0074 615-06505 7.000 EACH| 415.00000 2905.00| 440.00000 3080.00| 458.45000 3209.15 MONUMENT, B | | | 0075 615-06510 12.000 EACH| 385.00000 4620.00| 400.00000 4800.00| 296.64000 3559.68 MONUMENT, C | | | 0076 615-06527 2.000 EACH| 320.00000 640.00| 340.00000 680.00| 296.64000 593.28 MONUMENT, SECTION CORNER | | | 0077 616-02320 4922.000 SYS | 1.02000 5020.44| 1.10000 5414.20| 2.28000 11222.16 GEOTEXTILES | | | 0078 616-06405 3182.000 TON | 18.77000 59726.14| 20.00000 63640.00| 26.09000 83018.38 RIPRAP, REVETMENT | | | 0079 621-01004 3.000 EACH| 650.00000 1950.00| 680.00000 2040.00| 701.15000 2103.45 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0080 621-06545 18.000 TON | 588.00000 10584.00| 620.00000 11160.00| 634.27000 11416.86 FERTILIZER | | | 0081 621-06553 3960.000 LBS | 2.76000 10929.60| 2.90000 11484.00| 2.98000 11800.80 SEED MIXTURE, R | | | 0082 621-06554 2621.000 LBS | 3.77000 9881.17| 4.00000 10484.00| 4.07000 10667.47 SEED MIXTURE, U | | | 0083 621-06565 73.100 TON | 471.00000 34430.10| 490.00000 35819.00| 508.07000 37139.92 MULCHING MATERIAL | | | 0084 621-06574 23324.000 SYS | 2.50000 58310.00| 2.60000 60642.40| 2.70000 62974.80 SODDING | | | 0085 622-98200 65.000 EACH| 27.00000 1755.00| 47.00000 3055.00| 19.42000 1262.30 SIGN, DO NOT DISTURB | | | 0086 702-90915 20.700 CYS | 435.00000 9004.50| 460.00000 9522.00| 632.37000 13090.06 CONCRETE, A | | | 0087 714-02677 92.000 LFT | 174.00000 16008.00| 180.00000 16560.00| 237.41000 21841.72 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 4 FT. | | | 0088 714-91847 105.000 LFT | 230.00000 24150.00| 240.00000 25200.00| 305.45000 32072.25 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 5 FT. | | | 0089 714-94664 95.000 LFT | 136.00000 12920.00| 140.00000 13300.00| 183.63000 17444.85 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0090 715-01027 62.000 LFT | 38.00000 2356.00| 40.00000 2480.00| 48.97000 3036.14 PIPE, GROUP A, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 715-01028 621.000 LFT | 52.00000 32292.00| 55.00000 34155.00| 77.04000 47841.84 PIPE, GROUP A, 42 IN. | | | 0092 715-03149 7298.000 LFT | 23.20000 169313.60| 24.00000 175152.00| 23.42000 170919.16 PIPE, GROUP D, 15 IN. | | | 0093 715-03153 721.000 LFT | 25.00000 18025.00| 26.00000 18746.00| 29.43000 21219.03 PIPE, GROUP D, 18 IN. | | | 0094 715-04337 139.000 LFT | 67.00000 9313.00| 70.00000 9730.00| 111.38000 15481.82 PIPE, GROUP A, 54 IN. | | | 0095 715-04475 516.000 LFT | 44.00000 22704.00| 46.00000 23736.00| 54.69000 28220.04 PIPE, GROUP A, 36 IN. | | | 0096 715-05048 57048.000 LFT | 2.53000 144331.44| 2.70000 154029.60| 1.73000 98693.04 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0097 715-05601 9.000 LFT | 23.00000 207.00| 24.00000 216.00| 33.34000 300.06 PIPE, GROUP D, 12 IN. | | | 0098 715-05602 219.000 LFT | 44.00000 9636.00| 46.00000 10074.00| 54.69000 11977.11 PIPE, GROUP D, 36 IN. | | | 0099 715-15010 9.000 LFT | 23.00000 207.00| 24.00000 216.00| 32.14000 289.26 PIPE, GROUP P, 12 IN. | | | 0100 715-15040 160.000 LFT | 44.00000 7040.00| 46.00000 7360.00| 54.68000 8748.80 PIPE, GROUP P, 36 IN. | | | 0101 715-22015 97.000 LFT | 73.00000 7081.00| 77.00000 7469.00| 84.76000 8221.72 PIPE, GROUP R-1, 38 IN. X 24 IN. | | | 0102 715-46000 14.000 EACH| 185.00000 2590.00| 190.00000 2660.00| 139.57000 1953.98 PIPE END SECTION, 12 IN. | | | 0103 715-46005 349.000 EACH| 205.00000 71545.00| 220.00000 76780.00| 151.73000 52953.77 PIPE END SECTION, 15 IN. | | | 0104 715-46010 4.000 EACH| 215.00000 860.00| 230.00000 920.00| 213.61000 854.44 PIPE END SECTION, 18 IN. | | | 0105 715-46020 9.000 EACH| 345.00000 3105.00| 360.00000 3240.00| 359.60000 3236.40 PIPE END SECTION, 24 IN. | | | 0106 715-46040 10.000 EACH| 600.00000 6000.00| 630.00000 6300.00| 719.14000 7191.40 PIPE END SECTION, 36 IN. | | | 0107 715-91361 4641.000 LFT | 9.63000 44692.83| 10.00000 46410.00| 9.71000 45064.11 PIPE, PVC, 6 IN. | | | 0108 715-99371 291.000 LFT | 23.20000 6751.20| 24.00000 6984.00| 30.93000 9000.63 PIPE, GROUP A, 15 IN. | | | 0109 715-99372 136.000 LFT | 25.00000 3400.00| 26.00000 3536.00| 32.70000 4447.20 PIPE, GROUP A, 18 IN. | | | 0110 715-99373 906.000 LFT | 31.00000 28086.00| 33.00000 29898.00| 38.28000 34681.68 PIPE, GROUP A, 24 IN. | | | 0111 715-99394 70.000 LFT | 23.00000 1610.00| 24.00000 1680.00| 24.52000 1716.40 PIPE, GROUP A, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 717-03413 96.000 LFT | 106.00000 10176.00| 110.00000 10560.00| 61.06000 5861.76 PIPE ARCH, 0.064 IN., 49 IN. X 33 IN. | | | 0113 717-98177 94.000 LFT | 69.00000 6486.00| 72.00000 6768.00| 50.35000 4732.90 PIPE ARCH, 0.064 IN., 35 IN. X 24 IN. | | | 0114 718-04880 155.000 EACH| 415.00000 64325.00| 440.00000 68200.00| 647.22000 100319.10 OUTLET PROTECTOR, A | | | 0115 718-04881 16.000 EACH| 150.00000 2400.00| 160.00000 2560.00| 204.95000 3279.20 OUTLET PROTECTOR, B | | | 0116 718-52610 3699.000 CYS | 19.00000 70281.00| 20.00000 73980.00| 27.24000 100760.76 AGGREGATE FOR UNDERDRAINS | | | 0117 720-44296 7.000 EACH| 440.00000 3080.00| 460.00000 3220.00| 205.14000 1435.98 CAP INLET | | | 0118 720-45030 12.000 EACH| 945.00000 11340.00| 990.00000 11880.00| 825.49000 9905.88 INLET, E7 | | | 0119 720-45035 2.000 EACH| 1060.00000 2120.00| 1100.00000 2200.00| 614.90000 1229.80 INLET, F7 | | | 0120 720-45055 4.000 EACH| 1290.00000 5160.00| 1400.00000 5600.00| 1136.04000 4544.16 INLET, M10 | | | 0121 720-45075 7.000 EACH| 1080.00000 7560.00| 1100.00000 7700.00| 1075.39000 7527.73 INLET, R13 | | | 0122 720-45235 1.000 EACH| 1185.00000 1185.00| 1200.00000 1200.00| 1132.33000 1132.33 CATCH BASIN, E7 | | | 0123 720-45265 2.000 EACH| 975.00000 1950.00| 1000.00000 2000.00| 355.84000 711.68 PIPE CATCH BASIN, 15 IN. | | | 0124 720-45275 2.000 EACH| 1240.00000 2480.00| 1300.00000 2600.00| 596.87000 1193.74 PIPE CATCH BASIN, 24 IN. | | | 0125 720-45415 1.000 EACH| 4910.00000 4910.00| 5200.00000 5200.00| 1261.99000 1261.99 MANHOLE, D4 | | | 0126 730-26729 1.000 EACH| 2315.00000 2315.00| 2400.00000 2400.00| 2550.01000 2550.01 GRATED BOX END SECTION, II, 6:1, 15 IN. | | | 0127 730-26730 2.000 EACH| 2850.00000 5700.00| 3000.00000 6000.00| 2804.97000 5609.94 GRATED BOX END SECTION, II, 4:1, 24 IN. | | | 0128 730-26772 2.000 EACH| 4215.00000 8430.00| 4400.00000 8800.00| 3723.38000 7446.76 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0129 730-26780 2.000 EACH| 6115.00000 12230.00| 6400.00000 12800.00| 5323.06000 10646.12 GRATED BOX END SECTION, I, 4:1, 48 IN. | | | 0130 730-26784 2.000 EACH| 6190.00000 12380.00| 6500.00000 13000.00| 5642.50000 11285.00 GRATED BOX END SECTION, I, 3:1, 54 IN. | | | 0131 730-26808 2.000 EACH| 2235.00000 4470.00| 2300.00000 4600.00| 3907.08000 7814.16 GRATED BOX END SECTION, I, 4:1, 28 IN. | | | X 20 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 730-97406 1.000 EACH| 1785.00000 1785.00| 1900.00000 1900.00| 1701.86000 1701.86 GRATED BOX END SECTION, I, 3:1, 18 IN. | | | 0133 730-97408 5.000 EACH| 4315.00000 21575.00| 4500.00000 22500.00| 3865.42000 19327.10 GRATED BOX END SECTION, I, 3:1, 42 IN. | | | 0134 730-97557 1.000 EACH| 2650.00000 2650.00| 2800.00000 2800.00| 2484.99000 2484.99 GRATED BOX END SECTION, I, 6:1, 18 IN. | | | 0135 730-97687 2.000 EACH| 3225.00000 6450.00| 3400.00000 6800.00| 2721.17000 5442.34 GRATED BOX END SECTION, I, 4:1, 24 IN. | | | 0136 730-97691 1.000 EACH| 3900.00000 3900.00| 4100.00000 4100.00| 3386.04000 3386.04 GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0137 730-97692 4.000 EACH| 4700.00000 18800.00| 4900.00000 19600.00| 4147.15000 16588.60 GRATED BOX END SECTION, I, 4:1, 36 IN. | | | 0138 730-97836 3.000 EACH| 2115.00000 6345.00| 2200.00000 6600.00| 1939.14000 5817.42 GRATED BOX END SECTION, II, 4:1, 15 IN. | | | 0139 730-97918 2.000 EACH| 6740.00000 13480.00| 7100.00000 14200.00| 6251.74000 12503.48 GRATED BOX END SECTION, I, 3:1, 60 IN. | | | 0140 730-97920 2.000 EACH| 3515.00000 7030.00| 3700.00000 7400.00| 3955.88000 7911.76 GRATED BOX END SECTION, I, 4:1, 49 IN. | | | X 33 IN. | | | 0141 730-97925 1.000 EACH| 6430.00000 6430.00| 6800.00000 6800.00| 5083.75000 5083.75 GRATED BOX END SECTION, I, 6:1, 36 IN. | | | 0142 730-98181 2.000 EACH| 2775.00000 5550.00| 2900.00000 5800.00| 2872.24000 5744.48 GRATED BOX END SECTION, I, 4:1, 35 IN. | | | X 24 IN. | | | 0143 730-98797 2.000 EACH| 4900.00000 9800.00| 5100.00000 10200.00| 5381.35000 10762.70 GRATED BOX END SECTION, II, 4:1, 42 IN. | | | 0144 801-04308 5.000 EACH| 175.00000 875.00| 290.00000 1450.00| 533.96000 2669.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0145 801-06203 79700.000 LFT | 0.10000 7970.00| 0.40000 31880.00| 0.01000 797.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0146 801-06207 3300.000 LFT | 2.50000 8250.00| 1.00000 3300.00| 1.62000 5346.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0147 801-06605 15.000 EACH| 115.00000 1725.00| 95.00000 1425.00| 214.66000 3219.90 BARRICADE, IIIA | | | 0148 801-06606 6.000 EACH| 135.00000 810.00| 110.00000 660.00| 214.66000 1287.96 BARRICADE, IIIB | | | 0149 801-06625 40.000 EACH| 90.00000 3600.00| 95.00000 3800.00| 59.33000 2373.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0150 801-06640 51.000 EACH| 175.00000 8925.00| 180.00000 9180.00| 215.74000 11002.74 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 801-06645 4.000 EACH| 45.00000 180.00| 42.00000 168.00| 37.75000 151.00 CONSTRUCTION SIGN, B | | | 0152 801-06775 LUMP| 140000.00000 140000.00| 99000.00000 99000.00| 100732.58000 100732.58 MAINTAINING TRAFFIC | | | 0153 802-02293 96.360 CYS | 359.47000 34638.53| 360.00000 34689.60| 391.52000 37726.87 CONCRETE, SIGN FOUNDATION | | | 0154 802-02922 65.330 LFT | 9.92000 648.07| 10.00000 653.30| 10.80000 705.56 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0155 802-05701 702.250 LFT | 9.42000 6615.20| 8.60000 6039.35| 10.26000 7205.09 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0156 802-05702 227.400 LFT | 9.22000 2096.63| 6.90000 1569.06| 10.04000 2283.10 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0157 802-76025 305.500 SFT | 13.33000 4072.32| 15.00000 4582.50| 14.52000 4435.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0158 802-76035 556.650 SFT | 13.84000 7704.04| 16.00000 8906.40| 15.08000 8394.28 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0159 802-76045 105.000 SFT | 14.88000 1562.40| 16.00000 1680.00| 16.21000 1702.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0160 803-02310 13668.000 LBS | 0.46000 6287.28| 1.00000 13668.00| 0.51000 6970.68 REINFORCING STEEL, SIGN FOUNDATION | | | 0161 803-76135 12.000 EACH| 4144.55000 49734.60| 5000.00000 60000.00| 4514.13000 54169.56 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0162 803-76235 37.000 EACH| 24.72000 914.64| 160.00000 5920.00| 26.92000 996.04 INSTALL OVERHEAD SIGN | | | 0163 804-06770 171.000 EACH| 17.00000 2907.00| 18.00000 3078.00| 16.18000 2766.78 DELINEATOR POST | | | 0164 805-01815 3.000 EACH| 1577.07000 4731.21| 1500.00000 4500.00| 1717.70000 5153.10 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0165 805-01842 9.000 EACH| 723.36000 6510.24| 680.00000 6120.00| 787.87000 7090.83 HANDHOLE, SIGNAL | | | 0166 805-02455 1.000 EACH| 4175.31000 4175.31| 4700.00000 4700.00| 4547.63000 4547.63 STRAIN POLE, STEEL, 30 FT., FOUNDATION | | | AND ANCHOR BOLTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 805-06592 1800.000 LFT | 10.14000 18252.00| 6.80000 12240.00| 11.04000 19872.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0168 805-78109 1.000 EACH| 6469.88000 6469.88| 9300.00000 9300.00| 7046.81000 7046.81 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0169 805-78205 10.000 EACH| 349.58000 3495.80| 420.00000 4200.00| 380.75000 3807.50 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0170 805-78230 2.000 EACH| 558.56000 1117.12| 700.00000 1400.00| 608.36000 1216.72 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0171 805-78415 3.000 EACH| 1220.45000 3661.35| 1700.00000 5100.00| 1329.28000 3987.84 SPAN, CATENARY, AND TETHER | | | 0172 805-78420 3.000 EACH| 214.85000 644.55| 260.00000 780.00| 234.01000 702.03 DISCONNECT HANGER | | | 0173 805-78445 1.000 EACH| 302.73000 302.73| 530.00000 530.00| 329.73000 329.73 SIGNAL SERVICE | | | 0174 805-78467 25.000 LFT | 2.27000 56.75| 1.80000 45.00| 2.47000 61.75 SIGNAL CABLE, 3C 8GA. | | | 0175 805-78470 1200.000 LFT | 0.12000 144.00| 0.16000 192.00| 0.13000 156.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0176 805-78485 1700.000 LFT | 2.42000 4114.00| 1.10000 1870.00| 2.63000 4471.00 SIGNAL CABLE, 5C 14GA. | | | 0177 805-78490 400.000 LFT | 2.46000 984.00| 1.30000 520.00| 2.69000 1076.00 SIGNAL CABLE, 7C 14GA. | | | 0178 805-78510 4200.000 LFT | 1.05000 4410.00| 1.00000 4200.00| 1.14000 4788.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0179 805-78784 29.000 EACH| 72.92000 2114.68| 84.00000 2436.00| 79.42000 2303.18 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0180 805-78785 8.000 EACH| 684.50000 5476.00| 530.00000 4240.00| 745.53000 5964.24 SIGNAL DETECTOR HOUSING | | | 0181 805-78795 1100.000 LFT | 6.43000 7073.00| 6.80000 7480.00| 7.01000 7711.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0182 805-78925 1.000 EACH| 995.80000 995.80| 530.00000 530.00| 1084.60000 1084.60 CONTROLLER CABINET FOUNDATION, P1 | | | 0183 805-81060 3.000 EACH| 2707.44000 8122.32| 3700.00000 11100.00| 2948.86000 8846.58 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0184 805-86810 2.000 EACH| 552.08000 1104.16| 470.00000 940.00| 601.31000 1202.62 SERVICE POINT, II | | | 0185 806-53072 LUMP| 3793.44000 3793.44| 5800.00000 5800.00| 4131.71000 4131.71 TEMPORARY TRAFFIC SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 808-06701 13079.000 LFT | 0.22000 2877.38| 0.35000 4577.65| 0.24000 3138.96 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0188 808-06703 12708.000 LFT | 0.22000 2795.76| 0.33000 4193.64| 0.24000 3049.92 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0189 808-06705 1424.000 LFT | 0.75000 1068.00| 0.65000 925.60| 0.81000 1153.44 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0190 808-06713 56929.000 LFT | 0.05000 2846.45| 0.05000 2846.45| 0.05000 2846.45 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0191 808-06714 24583.000 LFT | 0.05000 1229.15| 0.05000 1229.15| 0.05000 1229.15 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0192 808-06716 49000.000 LFT | 0.35000 17150.00| 0.40000 19600.00| 0.38000 18620.00 LINE, REMOVE | | | 0194 808-75240 4845.000 LFT | 0.22000 1065.90| 0.35000 1695.75| 0.24000 1162.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0195 808-75245 23200.000 LFT | 0.22000 5104.00| 0.33000 7656.00| 0.24000 5568.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75297 790.000 LFT | 3.00000 2370.00| 3.10000 2449.00| 3.24000 2559.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75320 96.000 EACH| 40.00000 3840.00| 42.00000 4032.00| 43.15000 4142.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0198 808-75325 90.000 EACH| 45.00000 4050.00| 56.00000 5040.00| 48.54000 4368.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0199 808-92027 1204.000 LFT | 0.75000 903.00| 0.65000 782.60| 0.81000 975.24 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0202 108-01614 LUMP| 7500.00000 7500.00| 11000.00000 11000.00| 10119.92000 10119.92 PARTNERING OVERHEAD | | | 0203 202-02279 2195.000 LFT | 4.60000 10097.00| 4.80000 10536.00| 2.37000 5202.15 CURB AND GUTTER, REMOVE | | | 0204 202-74070 4.000 EACH| 849.34000 3397.36| 420.00000 1680.00| 925.24000 3700.96 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0205 202-86946 1.000 EACH| 169.43000 169.43| 210.00000 210.00| 184.54000 184.54 HANDHOLE, REMOVE | | | 0206 202-91385 16.000 EACH| 400.00000 6400.00| 420.00000 6720.00| 254.84000 4077.44 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 202-93047 9.000 EACH| 515.00000 4635.00| 540.00000 4860.00| 370.10000 3330.90 MANHOLE, REMOVE | | | 0208 202-96022 4.000 EACH| 384.81000 1539.24| 530.00000 2120.00| 419.13000 1676.52 CONCRETE FOUNDATION, REMOVE | | | 0209 205-02231 131.000 LFT | 15.00000 1965.00| 16.00000 2096.00| 17.59000 2304.29 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0210 205-02232 80.000 CYS | 18.00000 1440.00| 19.00000 1520.00| 20.70000 1656.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0211 601-01839 1.000 EACH| 1675.00000 1675.00| 1800.00000 1800.00| 1941.66000 1941.66 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0212 605-06140 2195.000 LFT | 11.00000 24145.00| 19.00000 41705.00| 10.60000 23267.00 CURB AND GUTTER, CONCRETE | | | 0213 621-02770 680.000 SYS | 2.35000 1598.00| 2.50000 1700.00| 2.53000 1720.40 EROSION CONTROL BLANKET | | | 0214 703-51032 576.000 LBS | 2.00000 1152.00| 2.10000 1209.60| 1.08000 622.08 REINFORCING STEEL, EPOXY COATED | | | 0215 715-05820 6.000 LFT | 22.00000 132.00| 23.00000 138.00| 33.27000 199.62 PIPE, REINFORCED CONCRETE , II, | | | D0.01=1000, 12 IN. | | | 0216 715-05820 100.000 LFT | 25.00000 2500.00| 26.00000 2600.00| 31.75000 3175.00 PIPE, REINFORCED CONCRETE , II, | | | D0.01=1000, 18 IN. | | | 0217 715-05820 322.000 LFT | 29.00000 9338.00| 30.00000 9660.00| 38.28000 12326.16 PIPE, REINFORCED CONCRETE , II, | | | D0.01=1000, 24 IN. | | | 0218 715-05820 4158.000 LFT | 72.00000 299376.00| 76.00000 316008.00| 135.97000 565363.26 PIPE, REINFORCED CONCRETE , II, | | | D0.01=1000, 54 IN. | | | 0219 715-05820 1068.000 LFT | 72.00000 76896.00| 76.00000 81168.00| 135.75000 144981.00 PIPE, REINFORCED CONCRETE , II, | | | D0.01=1250, 54 IN. | | | 0220 715-04612 20.000 LFT | 20.00000 400.00| 21.00000 420.00| 15.41000 308.20 PIPE , CORRUGATED, PE, S, 6 IN. | | | 0221 715-04612 10.000 LFT | 18.00000 180.00| 19.00000 190.00| 15.47000 154.70 PIPE , CORRUGATED, PE, S, 4 IN. | | | 0222 715-04612 12.000 LFT | 31.00000 372.00| 33.00000 396.00| 35.98000 431.76 PIPE , CORRUGATED ALUMINUM ALLOY, C, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11868948.23 ROUTE : SR 9 CALL ORDER : 180 CONTRACT ID : R -24564-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1136349 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0223 715-05048 2364.000 LFT | 10.78000 25483.92| 11.00000 26004.00| 1.73000 4089.72 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0224 715-06487 1431.000 LFT | 21.70000 31052.70| 23.00000 32913.00| 23.43000 33528.33 PIPE, REINFORCED CONCRETE, II, | | | D0.01=1250, 15 IN. | | | 0225 720-45045 5.000 EACH| 1185.00000 5925.00| 1200.00000 6000.00| 1312.05000 6560.25 INLET, J10 | | | 0226 720-45405 1.000 EACH| 2180.00000 2180.00| 2300.00000 2300.00| 1611.99000 1611.99 MANHOLE, B4 | | | 0227 720-45410 9.000 EACH| 1575.00000 14175.00| 1700.00000 15300.00| 2097.25000 18875.25 MANHOLE, C4 | | | 0228 720-45416 24.000 EACH| 6380.00000 153120.00| 6700.00000 160800.00| 8805.51000 211332.24 MANHOLE, E4 | | | 0229 801-06710 130.000 DAY | 19.00000 2470.00| 26.00000 3380.00| 15.10000 1963.00 FLASHING ARROW SIGN | | | 0230 803-76125 4.000 EACH| 3811.00000 15244.00| 890.00000 3560.00| 4150.83000 16603.32 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0231 805-05700 4.000 EACH| 105.06000 420.24| 420.00000 1680.00| 114.43000 457.72 POLE, STEEL , STRAIN, RESET | | | 0232 808-06368 156.000 LFT | 2.00000 312.00| 2.50000 390.00| 2.16000 336.96 TRANSVERSE MARKING, REMOVE | | | 0233 801-06577 264.000 LFT | 6.00000 1584.00| 6.00000 1584.00| 6.47000 1708.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0234 801-06650 700.000 EACH| 2.49000 1743.00| 5.30000 3710.00| 2.69000 1883.00 TEMPORARY RAISED PAVEMENT MARKER, 2 | | | 0235 601-94689 3.000 EACH| 3350.00000 10050.00| 3500.00000 10500.00| 3775.44000 11326.32 GUARDRAIL END TREATMENT, OS | | | 0236 808-05866 26.000 SYS | 15.00000 390.00| 13.00000 338.00| 16.18000 420.68 PAVEMENT MESSAGE MARKING, REMOVE | | | 0237 808-75260 100.000 LFT | 1.75000 175.00| 0.98000 98.00| 1.89000 189.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0238 808-75278 75.000 LFT | 1.75000 131.25| 0.98000 73.50| 1.89000 141.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0239 808-75290 250.000 LFT | 3.00000 750.00| 3.10000 775.00| 3.24000 810.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | SECTION TOTALS | $ 10,163,385.86| $ 10,885,335.60| $ 11,575,196.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,163,385.86| $ 10,885,335.60| $ 11,575,196.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2122007 2122007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 956,567.95 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,019,622.54 106.5917% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,059,504.48 110.7610% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1100.00000 11000.00| 1500.00000 15000.00| 1400.00000 14000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 50900.00000 50900.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 3.000 EACH| 140.00000 420.00| 200.00000 600.00| 500.00000 1500.00 HEADWALL, REMOVE | | | 0006 202-60820 7357.700 m2 | 1.00000 7357.70| 2.10000 15451.17| 1.72000 12655.24 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1620.00000 1620.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-91385 3.000 EACH| 140.00000 420.00| 250.00000 750.00| 120.00000 360.00 INLET, REMOVE | | | 0009 202-96133 111.000 m | 56.00000 6216.00| 25.00000 2775.00| 45.00000 4995.00 PIPE, REMOVE | | | 0010 203-02000 4213.000 m3 | 14.00000 58982.00| 18.00000 75834.00| 14.92000 62857.96 EXCAVATION, COMMON | | | 0011 205-02229 10.000 m | 20.00000 200.00| 20.00000 200.00| 21.60000 216.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 54.00000 108.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 54.00000 594.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 54.00000 216.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 1400.500 m3 | 29.00000 40614.50| 15.70000 21987.85| 18.00000 25209.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 4775.000 Mg | 16.00000 76400.00| 14.50000 69237.50| 10.00000 47750.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 545.100 Mg | 16.00000 8721.60| 18.00000 9811.80| 22.30000 12155.73 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 303-98541 701.900 Mg | 16.00000 11230.40| 19.85000 13932.72| 20.65000 14494.24 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 305-05204 18.400 Mg | 70.00000 1288.00| 110.00000 2024.00| 135.00000 2484.00 HMA FOR PATCHING | | | 0020 401-05437 3575.700 Mg | 33.00000 117998.10| 36.00000 128725.20| 40.25000 143921.93 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 1644.100 Mg | 33.00000 54255.30| 37.00000 60831.70| 46.00000 75628.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 954.400 Mg | 40.00000 38176.00| 39.00000 37221.60| 53.00000 50583.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-05459 272.500 Mg | 33.00000 8992.50| 45.00000 12262.50| 48.35000 13175.38 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1514.000 m2 | 2.00000 3028.00| 2.50000 3785.00| 2.62000 3966.68 SEAL COAT, 2 | | | 0025 405-05517 19.510 Mg | 300.00000 5853.00| 375.00000 7316.25| 400.00000 7804.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 7.940 Mg | 300.00000 2382.00| 325.00000 2580.50| 385.00000 3056.90 ASPHALT FOR TACK COAT | | | 0027 605-02042 25.000 EACH| 260.00000 6500.00| 550.00000 13750.00| 380.00000 9500.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0028 605-06140 1006.600 m | 44.00000 44290.40| 37.85000 38099.81| 35.00000 35231.00 CURB AND GUTTER, CONCRETE | | | 0029 610-05527 41.800 Mg | 60.00000 2508.00| 70.00000 2926.00| 85.00000 3553.00 HMA FOR APPROACHES | | | 0030 611-95728 1862.700 m2 | 46.00000 85684.20| 45.50000 84752.85| 35.00000 65194.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0031 616-06401 107.000 Mg | 26.00000 2782.00| 30.00000 3210.00| 40.00000 4280.00 RIPRAP, DUMPED | | | 0032 621-06560 9122.000 m2 | 0.60000 5473.20| 0.60000 5473.20| 0.65000 5929.30 MULCHED SEEDING, U | | | 0033 621-06574 105.000 m2 | 16.55000 1737.75| 16.55000 1737.75| 17.87000 1876.35 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05024 42.500 m | 233.00000 9902.50| 228.35000 9704.88| 170.00000 7225.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0036 715-05119 14.000 m | 116.00000 1624.00| 141.40000 1979.60| 85.00000 1190.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0037 715-05151 129.200 m | 116.00000 14987.20| 141.40000 18268.88| 85.00000 10982.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-05152 13.000 m | 132.00000 1716.00| 132.80000 1726.40| 99.00000 1287.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05153 159.400 m | 141.00000 22475.40| 139.10000 22172.54| 110.00000 17534.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0040 715-05159 286.100 m | 268.00000 76674.80| 275.00000 78677.50| 200.00000 57220.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0041 715-05770 14.100 m | 110.00000 1551.00| 164.55000 2320.16| 100.00000 1410.00 PIPE, REINFORCED CONCRETE, III, DO.3=75,| | | 300 mm | | | 0042 715-05842 1.000 EACH| 900.00000 900.00| 3200.00000 3200.00| 1130.00000 1130.00 CONCRETE ANCHOR, 1050 mm | | | 0043 715-05921 92.500 m | 247.00000 22847.50| 98.40000 9102.00| 200.00000 18500.00 PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.31 m2 | | | 0044 715-44240 0.100 m3 | 1500.00000 150.00| 2500.00000 250.00| 2600.00000 260.00 CONCRETE, A, STRUCTURES | | | 0045 715-46005 2.000 EACH| 410.00000 820.00| 250.00000 500.00| 517.00000 1034.00 PIPE END SECTION, 375 mm | | | 0046 720-45010 4.000 EACH| 1050.00000 4200.00| 1715.00000 6860.00| 1060.00000 4240.00 INLET, A3 | | | 0047 720-45030 4.000 EACH| 1250.00000 5000.00| 1685.00000 6740.00| 1100.00000 4400.00 INLET, E7 | | | 0048 720-45035 2.000 EACH| 1900.00000 3800.00| 1685.00000 3370.00| 990.00000 1980.00 INLET, F7 | | | 0049 720-45140 5.000 EACH| 3125.00000 15625.00| 1835.00000 9175.00| 2455.00000 12275.00 INLET, G7, MODIFIED | | | 0050 720-45410 1.000 EACH| 1450.00000 1450.00| 2615.00000 2615.00| 1400.00000 1400.00 MANHOLE, C4 | | | 0051 720-45415 7.000 EACH| 2925.00000 20475.00| 3595.00000 25165.00| 2500.00000 17500.00 MANHOLE, D4 | | | 0052 801-06207 1232.000 m | 3.00000 3696.00| 3.15000 3880.80| 3.72000 4583.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06606 18.000 EACH| 195.00000 3510.00| 119.00000 2142.00| 210.60000 3790.80 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06625 36.000 EACH| 89.00000 3204.00| 69.00000 2484.00| 96.12000 3460.32 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 18.000 EACH| 149.00000 2682.00| 119.00000 2142.00| 160.92000 2896.56 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 40000.00000 40000.00| 26000.00000 26000.00| 28000.00000 28000.00 MAINTAINING TRAFFIC | | | 0057 802-05701 92.800 m | 10.00000 928.00| 32.80000 3043.84| 35.42000 3286.98 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05702 28.500 m | 10.00000 285.00| 39.36000 1121.76| 42.51000 1211.54 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-05706 12.600 m | 10.00000 126.00| 29.52000 371.95| 31.88000 401.69 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0060 802-76025 12.322 m2 | 10.00000 123.22| 134.55000 1657.93| 145.29000 1790.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 802-76035 8.326 m2 | 10.00000 83.26| 137.24000 1142.66| 148.11000 1233.16 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 802-76045 4.614 m2 | 10.00000 46.14| 139.93000 645.64| 150.99000 696.67 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0063 802-90623 4.000 EACH| 100.00000 400.00| 75.00000 300.00| 81.00000 324.00 SIGN BRACKET FOR STREET NAME | | | 0064 802-91122 3.000 EACH| 200.00000 600.00| 75.00000 225.00| 81.00000 243.00 SIGN, GROUND MOUNTED, RESET | | | 0065 805-01815 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1944.00000 3888.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0066 805-02056 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1080.00000 1080.00 SPAN AND CATENARY FOR FLASHER | | | 0067 805-78010 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1620.00000 1620.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0068 805-78190 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 216.00000 864.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0069 805-78195 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 216.00000 864.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0070 805-78420 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 270.00000 270.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78445 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 540.00000 540.00 SIGNAL SERVICE | | | 0072 805-78467 10.000 m | 5.25000 52.50| 5.25000 52.50| 5.67000 56.70 SIGNAL CABLE, 3C 8GA. | | | 0073 805-78485 99.000 m | 2.95000 292.05| 2.95000 292.05| 3.19000 315.81 SIGNAL CABLE, 5C 14GA. | | | 0074 805-81032 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3240.00000 3240.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0075 805-81060 1.000 EACH| 3800.00000 3800.00| 3800.00000 3800.00| 4104.00000 4104.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0076 808-06703 667.800 m | 0.89000 594.34| 1.00000 667.80| 0.96000 641.09 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0077 808-06713 544.000 m | 1.40000 761.60| 0.65000 353.60| 1.51000 821.44 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0078 808-75245 1153.400 m | 0.89000 1026.53| 1.00000 1153.40| 0.96000 1107.26 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0079 808-75278 131.250 m | 5.40000 708.75| 11.00000 1443.75| 5.83000 765.19 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0080 808-75297 33.900 m | 10.75000 364.43| 11.00000 372.90| 11.61000 393.58 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 808-75320 19.000 EACH| 55.00000 1045.00| 52.00000 988.00| 59.40000 1128.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 10.000 EACH| 75.00000 750.00| 75.00000 750.00| 81.00000 810.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 808-92027 719.200 m | 1.78000 1280.18| 3.00000 2157.60| 1.92000 1380.86 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0084 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 540.00000 540.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 808-75996 38.000 EACH| 5.05000 191.90| 10.00000 380.00| 14.96000 568.48 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0086 808-75998 38.000 EACH| 43.50000 1653.00| 65.00000 2470.00| 46.98000 1785.24 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 715-04612 143.500 m | 50.00000 7175.00| 180.00000 25830.00| 272.00000 39032.00 PIPE , RCHEP, CLASS HE-A, DO.3=30, MIN. | | | AREA 0.59 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,014.63 ROUTE : US 6 CALL ORDER : 190 CONTRACT ID : R -24740-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 801-04308 4.000 EACH| 460.00000 1840.00| 250.00000 1000.00| 496.80000 1987.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 616-02320 10.000 m2 | 4.00000 40.00| 15.00000 150.00| 30.00000 300.00 GEOTEXTILES | | | SECTION TOTALS | $ 956,567.95| $ 1,019,622.54| $ 1,059,504.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 956,567.95| $ 1,019,622.54| $ 1,059,504.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,291.01 ROUTE : 80/90 94 CALL ORDER : 200 CONTRACT ID : R -24744-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N41000H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 101,761.95 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 109,520.95 107.6246% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 186,298.30 183.0726% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 192,353.92 189.0234% 5 35-1035700 BUCKO CONSTRUCTION $ 199,117.00 195.6694% 6 35-1068009 DYER CONSTRUCTION CO $ 226,382.10 222.4624% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1817574 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |YARDBERRY LANDSCAPE |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06790 6.000 MOS | 800.00000 4800.00| 1350.00000 8100.00| 1300.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 22500.00000 22500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 3516.000 m3 | 12.00000 42192.00| 8.00000 28128.00| 12.00000 42192.00 EXCAVATION, COMMON | | | 0005 205-02224 480.000 m | 6.00000 2880.00| 6.50000 3120.00| 7.00000 3360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 205-02234 1.000 EACH| 75.00000 75.00| 250.00000 250.00| 70.00000 70.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0007 211-02060 3.000 m3 | 100.00000 300.00| 75.00000 225.00| 160.00000 480.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 212-06281 3392.000 m3 | 3.00000 10176.00| 5.50000 18656.00| 8.50000 28832.00 STOCKPILED SELECTED MATERIAL | | | 0009 212-06282 3358.000 m3 | 4.00000 13432.00| 5.50000 18469.00| 9.00000 30222.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0010 616-02320 8.100 m2 | 4.50000 36.45| 4.50000 36.45| 8.00000 64.80 GEOTEXTILES | | | 0011 616-06405 3.500 Mg | 250.00000 875.00| 65.00000 227.50| 52.00000 182.00 RIPRAP, REVETMENT | | | 0012 621-01004 1.000 EACH| 975.00000 975.00| 750.00000 750.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,291.01 ROUTE : 80/90 94 CALL ORDER : 200 CONTRACT ID : R -24744-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1817574 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |YARDBERRY LANDSCAPE |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 621-04258 39.600 kg | 138.00000 5464.80| 240.00000 9504.00| 138.00000 5464.80 SEED MIXTURE , EMERGENT WETLAND | | | 0014 621-06545 0.340 Mg | 1455.00000 494.70| 1000.00000 340.00| 1455.00000 494.70 FERTILIZER | | | 0015 621-06565 3.400 Mg | 915.00000 3111.00| 475.00000 1615.00| 915.00000 3111.00 MULCHING MATERIAL | | | 0016 622-91786 400.000 EACH| 8.00000 3200.00| 20.00000 8000.00| 7.75000 3100.00 SEEDLING | | | 0017 715-05173 15.000 m | 150.00000 2250.00| 90.00000 1350.00| 110.00000 1650.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0018 715-46020 2.000 EACH| 500.00000 1000.00| 375.00000 750.00| 400.00000 800.00 PIPE END SECTION, 600 mm | | | SECTION TOTALS | $ 101,761.95| $ 109,520.95| $ 186,298.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 101,761.95| $ 109,520.95| $ 186,298.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,291.01 ROUTE : 80/90 94 CALL ORDER : 200 CONTRACT ID : R -24744-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035700 |(6) 35-1068009 |KANKAKEE VALLEY CONSTRUCTION|BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1500.00000 9000.00| 2500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 15930.00000 15930.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 9900.00000 9900.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 3516.000 m3 | 15.20000 53443.20| 19.00000 66804.00| 16.85000 59244.60 EXCAVATION, COMMON | | | 0005 205-02224 480.000 m | 5.40000 2592.00| 5.40000 2592.00| 6.00000 2880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 205-02234 1.000 EACH| 70.00000 70.00| 70.00000 70.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0007 211-02060 3.000 m3 | 125.00000 375.00| 50.00000 150.00| 75.00000 225.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 212-06281 3392.000 m3 | 10.17000 34496.64| 8.75000 29680.00| 11.85000 40195.20 STOCKPILED SELECTED MATERIAL | | | 0009 212-06282 3358.000 m3 | 11.51000 38650.58| 14.00000 47012.00| 14.85000 49866.30 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0010 616-02320 8.100 m2 | 10.00000 81.00| 10.00000 81.00| 50.00000 405.00 GEOTEXTILES | | | 0011 616-06405 3.500 Mg | 200.00000 700.00| 265.00000 927.50| 300.00000 1050.00 RIPRAP, REVETMENT | | | 0012 621-01004 1.000 EACH| 975.00000 975.00| 975.00000 975.00| 1075.00000 1075.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-04258 39.600 kg | 138.00000 5464.80| 138.00000 5464.80| 155.00000 6138.00 SEED MIXTURE , EMERGENT WETLAND | | | 0014 621-06545 0.340 Mg | 1455.00000 494.70| 1455.00000 494.70| 1600.00000 544.00 FERTILIZER | | | 0015 621-06565 3.400 Mg | 915.00000 3111.00| 915.00000 3111.00| 1010.00000 3434.00 MULCHING MATERIAL | | | 0016 622-91786 400.000 EACH| 7.75000 3100.00| 7.75000 3100.00| 9.00000 3600.00 SEEDLING | | | 0017 715-05173 15.000 m | 200.00000 3000.00| 215.00000 3225.00| 255.00000 3825.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0018 715-46020 2.000 EACH| 400.00000 800.00| 300.00000 600.00| 900.00000 1800.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,291.01 ROUTE : 80/90 94 CALL ORDER : 200 CONTRACT ID : R -24744-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035700 |(6) 35-1068009 |KANKAKEE VALLEY CONSTRUCTION|BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 192,353.92| $ 199,117.00| $ 226,382.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 192,353.92| $ 199,117.00| $ 226,382.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 586,839.19 ROUTE : SR 32 CALL ORDER : 210 CONTRACT ID : R -24748-A COUNTIES : MADISON DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 361800S 361800D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 595,303.99 100.0000% 2 35-1139301 E & B PAVING, INC. $ 610,615.79 102.5720% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 | |SCHUTT-LOOKABILL CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 5.000 MOS | 1464.46000 7322.30| 2250.00000 11250.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 23630.10000 23630.10| 21900.00000 21900.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29765.00000 29765.00| 30500.00000 30500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11906.00000 11906.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 105.000 m | 13.82000 1451.10| 27.00000 2835.00| CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 1027.79000 1027.79| 1500.00000 1500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0007 202-60820 3428.000 m2 | 4.84000 16591.52| 3.20000 10969.60| SURFACE MILLING, ASPHALT | | | 0008 202-74045 15.000 EACH| 26.98000 404.70| 25.00000 375.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 203-02000 2628.000 m3 | 16.91000 44439.48| 28.00000 73584.00| EXCAVATION, COMMON | | | 0010 203-06499 2482.000 m2 | 5.88000 14594.16| 7.00000 17374.00| SUBGRADE TREATMENT | | | 0011 205-02224 303.000 m | 6.04000 1830.12| 5.60000 1696.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 45.000 m | 12.41000 558.45| 11.50000 517.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 211-02050 753.000 m3 | 30.13000 22687.89| 33.00000 24849.00| B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 586,839.19 ROUTE : SR 32 CALL ORDER : 210 CONTRACT ID : R -24748-A COUNTIES : MADISON DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 | |SCHUTT-LOOKABILL CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 257.400 m3 | 29.27000 7534.10| 38.00000 9781.20| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 883.000 Mg | 20.46000 18066.18| 21.10000 18631.30| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1262.000 Mg | 22.21000 28029.02| 21.70000 27385.40| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-98541 33.000 Mg | 30.59000 1009.47| 30.50000 1006.50| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 305-06082 21.000 Mg | 56.49000 1186.29| 71.00000 1491.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0019 402-05468 1216.000 Mg | 42.08000 51169.28| 39.00000 47424.00| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 1512.000 Mg | 39.38000 59542.56| 36.50000 55188.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 683.000 Mg | 53.95000 36847.85| 50.00000 34150.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 520.200 Mg | 42.08000 21890.02| 39.00000 20287.80| HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 496.000 Mg | 44.24000 21943.04| 41.00000 20336.00| HMA WEDGE AND LEVEL | | | 0024 405-05518 2889.000 m2 | 1.08000 3120.12| 1.00000 2889.00| ASPHALT FOR PRIME COAT | | | 0025 406-05521 20744.000 m2 | 0.05000 1037.20| 0.05000 1037.20| ASPHALT FOR TACK COAT | | | 0026 605-06120 122.000 m | 37.56000 4582.32| 72.00000 8784.00| CURB, CONCRETE | | | 0027 605-06150 351.000 m | 62.58000 21965.58| 35.25000 12372.75| CURB AND GUTTER, C, CONCRETE | | | 0028 610-05527 56.000 Mg | 161.31000 9033.36| 149.50000 8372.00| HMA FOR APPROACHES | | | 0029 611-05330 91.000 m2 | 36.11000 3286.01| 75.00000 6825.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 621-01004 1.000 EACH| 728.33000 728.33| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06553 25.750 kg | 8.90000 229.18| 8.25000 212.44| SEED MIXTURE, R | | | 0032 621-06574 117.000 m2 | 3.29000 384.93| 3.05000 356.85| SODDING | | | 0033 621-06575 3662.000 m2 | 3.29000 12047.98| 3.05000 11169.10| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 586,839.19 ROUTE : SR 32 CALL ORDER : 210 CONTRACT ID : R -24748-A COUNTIES : MADISON DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 | |SCHUTT-LOOKABILL CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05151 36.100 m | 80.30000 2898.83| 128.00000 4620.80| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0035 715-05169 123.000 m | 63.77000 7843.71| 98.00000 12054.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-46005 14.000 EACH| 203.77000 2852.78| 300.00000 4200.00| PIPE END SECTION, 375 mm | | | 0037 720-44055 3.000 EACH| 741.19000 2223.57| 750.00000 2250.00| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0038 720-45045 1.000 EACH| 1097.26000 1097.26| 1330.00000 1330.00| INLET, J10 | | | 0039 720-45055 1.000 EACH| 1163.83000 1163.83| 1330.00000 1330.00| INLET, M10 | | | 0040 801-04308 2.000 EACH| 258.96000 517.92| 175.00000 350.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 1354.000 m | 3.37000 4562.98| 3.12000 4224.48| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06605 10.000 EACH| 97.11000 971.10| 90.00000 900.00| BARRICADE, IIIA | | | 0043 801-06625 6.000 EACH| 97.11000 582.66| 80.00000 480.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 21.000 EACH| 86.32000 1812.72| 75.00000 1575.00| CONSTRUCTION SIGN, A | | | 0045 801-06645 13.000 EACH| 37.77000 491.01| 35.00000 455.00| CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 28737.63000 28737.63| 25800.00000 25800.00| MAINTAINING TRAFFIC | | | 0047 802-05701 39.700 m | 34.53000 1370.84| 32.00000 1270.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0048 802-05702 10.200 m | 30.21000 308.14| 28.00000 285.60| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0049 802-05706 6.500 m | 36.69000 238.49| 34.00000 221.00| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0050 802-76025 7.980 m2 | 253.57000 2023.49| 235.00000 1875.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 802-76035 2.200 m2 | 264.36000 581.59| 245.00000 539.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 586,839.19 ROUTE : SR 32 CALL ORDER : 210 CONTRACT ID : R -24748-A COUNTIES : MADISON DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 | |SCHUTT-LOOKABILL CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-01842 6.000 EACH| 755.30000 4531.80| 700.00000 4200.00| HANDHOLE, SIGNAL | | | 0053 805-78100 1.000 EACH| 10790.00000 10790.00| 10000.00000 10000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0054 805-78467 13.000 m | 7.55000 98.15| 7.00000 91.00| SIGNAL CABLE, 3C 8GA. | | | 0055 805-78470 500.000 m | 0.54000 270.00| 0.50000 250.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-78485 50.000 m | 4.32000 216.00| 4.00000 200.00| SIGNAL CABLE, 5C 14GA. | | | 0057 805-78490 310.000 m | 4.86000 1506.60| 4.50000 1395.00| SIGNAL CABLE, 7C 14GA. | | | 0058 805-78510 500.000 m | 4.32000 2160.00| 4.00000 2000.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0059 805-78785 6.000 EACH| 593.45000 3560.70| 550.00000 3300.00| SIGNAL DETECTOR HOUSING | | | 0060 805-78795 180.000 m | 25.90000 4662.00| 24.00000 4320.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0061 805-78925 1.000 EACH| 539.50000 539.50| 500.00000 500.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0062 805-90187 300.000 m | 30.21000 9063.00| 28.00000 8400.00| CONDUIT, STEEL, GALVANIZED, 100 mm | | | 0063 805-92504 5.000 EACH| 226.59000 1132.95| 210.00000 1050.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0064 808-06703 1694.000 m | 1.10000 1863.40| 1.02000 1727.88| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75043 313.000 m | 1.65000 516.45| 1.53000 478.89| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0066 808-75245 1100.000 m | 1.10000 1210.00| 1.02000 1122.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75260 440.000 m | 3.24000 1425.60| 3.00000 1320.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0068 808-75297 26.000 m | 10.52000 273.52| 9.75000 253.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75320 13.000 EACH| 46.40000 603.20| 43.00000 559.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 586,839.19 ROUTE : SR 32 CALL ORDER : 210 CONTRACT ID : R -24748-A COUNTIES : MADISON DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 | |SCHUTT-LOOKABILL CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75325 5.000 EACH| 62.58000 312.90| 58.00000 290.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75340 3.000 EACH| 410.02000 1230.06| 380.00000 1140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0072 808-75998 34.000 EACH| 37.77000 1284.18| 35.00000 1190.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 808-92027 350.000 m | 2.20000 770.00| 2.04000 714.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0074 621-06545 0.120 Mg | 895.57000 107.47| 830.00000 99.60| FERTILIZER | | | 0075 621-06565 0.600 Mg | 830.83000 498.50| 770.00000 462.00| MULCHING MATERIAL | | | 0076 404-05511 2889.000 m2 | 2.27000 6558.03| 2.10000 6066.90| SEAL COAT, 2 | | | SECTION TOTALS | $ 595,303.99| $ 610,615.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 595,303.99| $ 610,615.79| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,921,995.71 ROUTE : 44 CALL ORDER : 220 CONTRACT ID : R -24787-A COUNTIES : SHELBY RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0686004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,296,312.61 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,341,400.00 101.3678% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,138,400.00 125.5463% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |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 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 9.000 MOS | 1200.00000 10800.00| 1400.00000 12600.00| 2100.00000 18900.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 85000.00000 85000.00| 35000.00000 35000.00| 78000.00000 78000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 117640.00000 117640.00| 150000.00000 150000.00| 120001.18000 120001.18 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 5.000 EACH| 600.00000 3000.00| 460.00000 2300.00| 525.00000 2625.00 TREE, 460 mm, REMOVE | | | 0005 202-02260 3.000 EACH| 800.00000 2400.00| 725.00000 2175.00| 735.00000 2205.00 TREE, 760 mm, REMOVE | | | 0006 202-02265 3.000 EACH| 1500.00000 4500.00| 1025.00000 3075.00| 945.00000 2835.00 TREE, 1220 mm, REMOVE | | | 0007 202-02270 1.000 EACH| 3500.00000 3500.00| 1750.00000 1750.00| 2100.00000 2100.00 TREE, 1520 mm, REMOVE | | | 0008 202-02271 119.000 EACH| 250.00000 29750.00| 165.00000 19635.00| 255.00000 30345.00 HEADWALL, REMOVE | | | 0009 202-51328 LUMP| 5500.00000 5500.00| 800.00000 800.00| 2452.50000 2452.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 14 | | | 0010 202-51328 LUMP| 5500.00000 5500.00| 800.00000 800.00| 2452.50000 2452.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 36 | | | 0011 202-51328 LUMP| 5500.00000 5500.00| 800.00000 800.00| 2452.50000 2452.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 47 | | | 0012 202-51328 LUMP| 5500.00000 5500.00| 800.00000 800.00| 2452.50000 2452.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,921,995.71 ROUTE : 44 CALL ORDER : 220 CONTRACT ID : R -24787-A COUNTIES : SHELBY RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-60820 158945.000 m2 | 0.25000 39736.25| 0.60000 95367.00| 0.55000 87419.75 SURFACE MILLING, ASPHALT 25MM | | | 0014 202-96133 12.000 m | 200.00000 2400.00| 75.00000 900.00| 88.00000 1056.00 PIPE, REMOVE | | | 0015 203-02000 3240.000 m3 | 15.00000 48600.00| 22.00000 71280.00| 11.00000 35640.00 EXCAVATION, COMMON | | | 0016 203-02070 8415.000 m3 | 10.50000 88357.50| 19.00000 159885.00| 17.00000 143055.00 BORROW | | | 0017 205-02224 2000.000 m | 5.80000 11600.00| 5.50000 11000.00| 5.00000 10000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 1000.000 m | 11.55000 11550.00| 8.15000 8150.00| 6.50000 6500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 211-02060 86.500 m3 | 42.50000 3676.25| 21.50000 1859.75| 80.00000 6920.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52309 11504.000 Mg | 13.75000 158180.00| 13.30000 153003.20| 17.00000 195568.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0021 305-05204 5813.000 Mg | 40.00000 232520.00| 42.00000 244146.00| 60.00000 348780.00 HMA FOR PATCHING | | | 0022 305-05206 11257.000 Mg | 37.00000 416509.00| 32.00000 360224.00| 51.00000 574107.00 WIDENING WITH HMA | | | 0023 401-05455 19204.000 Mg | 29.00000 556916.00| 30.50000 585722.00| 36.00000 691344.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 9602.000 Mg | 37.00000 355274.00| 40.50000 388881.00| 48.00000 460896.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 401-05463 5236.000 Mg | 29.00000 151844.00| 30.50000 159698.00| 40.00000 209440.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0026 401-05464 2319.000 Mg | 37.00000 85803.00| 40.50000 93919.50| 52.00000 120588.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0027 401-05467 21470.000 m | 0.50000 10735.00| 0.34000 7299.80| 0.75000 16102.50 MILLED HMA CORRUGATIONS | | | 0028 401-06264 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0029 402-05495 2517.000 Mg | 37.50000 94387.50| 35.00000 88095.00| 44.00000 110748.00 HMA WEDGE AND LEVEL | | | 0030 405-05517 61.800 Mg | 225.00000 13905.00| 275.00000 16995.00| 375.00000 23175.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 85.800 Mg | 200.00000 17160.00| 200.00000 17160.00| 200.00000 17160.00 ASPHALT FOR TACK COAT | | | 0032 601-01522 16.000 EACH| 1400.00000 22400.00| 1260.00000 20160.00| 1260.00000 20160.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,921,995.71 ROUTE : 44 CALL ORDER : 220 CONTRACT ID : R -24787-A COUNTIES : SHELBY RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-01846 5.000 EACH| 1700.00000 8500.00| 1900.00000 9500.00| 1890.00000 9450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-02636 19.830 m | 56.00000 1110.48| 70.00000 1388.10| 69.00000 1368.27 GUARDRAIL, W BEAM, NESTED | | | 0035 601-04746 8.000 EACH| 8800.00000 70400.00| 6295.00000 50360.00| 6300.00000 50400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-05586 1.000 EACH| 1700.00000 1700.00| 1902.00000 1902.00| 1890.00000 1890.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0037 601-94689 16.000 EACH| 3400.00000 54400.00| 3350.00000 53600.00| 3360.00000 53760.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 471.320 m | 34.50000 16260.54| 34.65000 16331.24| 34.00000 16024.88 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06639 244.000 m | 55.00000 13420.00| 110.00000 26840.00| 83.00000 20252.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0040 602-06646 149.500 m | 53.50000 7998.25| 105.00000 15697.50| 61.00000 9119.50 TEMPORARY CONCRETE BARRIER | | | 0041 602-06729 16.000 EACH| 8.50000 136.00| 15.00000 240.00| 10.00000 160.00 BARRIER DELINEATOR 2 DELINEATORS PER | | | SAFETY SHAPE RAIL | | | 0042 610-05527 3001.000 Mg | 57.50000 172557.50| 58.00000 174058.00| 62.00000 186062.00 HMA FOR APPROACHES | | | 0043 611-06497 32.000 EACH| 165.00000 5280.00| 125.00000 4000.00| 175.00000 5600.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 616-02320 40.000 m2 | 2.50000 100.00| 3.40000 136.00| 3.00000 120.00 GEOTEXTILES | | | 0045 616-06395 40.000 m2 | 50.00000 2000.00| 19.00000 760.00| 35.00000 1400.00 RIPRAP | | | 0046 621-01004 1.000 EACH| 660.00000 660.00| 632.00000 632.00| 630.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06559 87042.000 m2 | 0.42000 36557.64| 0.31000 26983.02| 0.85000 73985.70 MULCHED SEEDING, R | | | 0048 702-51863 258.000 EACH| 10.00000 2580.00| 15.00000 3870.00| 20.00000 5160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51032 1634.000 kg | 1.50000 2451.00| 2.00000 3268.00| 2.20000 3594.80 REINFORCING STEEL, EPOXY COATED | | | 0050 706-51014 19.160 m3 | 500.00000 9580.00| 600.00000 11496.00| 960.00000 18393.60 CONCRETE, A, RAILING | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 964.63000 964.63| 3000.00000 3000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,921,995.71 ROUTE : 44 CALL ORDER : 220 CONTRACT ID : R -24787-A COUNTIES : SHELBY RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05119 45.900 m | 225.00000 10327.50| 110.00000 5049.00| 160.00000 7344.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0053 715-05121 43.250 m | 250.00000 10812.50| 140.00000 6055.00| 166.00000 7179.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0054 715-05123 36.900 m | 275.00000 10147.50| 153.00000 5645.70| 175.00000 6457.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0055 715-05125 1.000 m | 1000.00000 1000.00| 420.00000 420.00| 300.00000 300.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0056 715-05168 9.000 m | 200.00000 1800.00| 155.00000 1395.00| 156.00000 1404.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0057 715-05169 296.700 m | 210.00000 62307.00| 140.00000 41538.00| 160.00000 47472.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-46000 6.000 EACH| 200.00000 1200.00| 195.00000 1170.00| 300.00000 1800.00 PIPE END SECTION, 300 mm | | | 0059 715-46005 110.000 EACH| 250.00000 27500.00| 215.00000 23650.00| 315.00000 34650.00 PIPE END SECTION, 375 mm | | | 0060 715-46010 26.000 EACH| 300.00000 7800.00| 245.00000 6370.00| 330.00000 8580.00 PIPE END SECTION, 450 mm | | | 0061 715-46020 14.000 EACH| 500.00000 7000.00| 345.00000 4830.00| 375.00000 5250.00 PIPE END SECTION, 600 mm | | | 0062 715-46030 2.000 EACH| 800.00000 1600.00| 485.00000 970.00| 460.00000 920.00 PIPE END SECTION, 750 mm | | | 0063 715-95490 48.000 m | 300.00000 14400.00| 70.00000 3360.00| 120.00000 5760.00 PIPE, RELAID, 375 mm | | | 0064 715-95491 10.000 m | 500.00000 5000.00| 70.00000 700.00| 120.00000 1200.00 PIPE, RELAID, 450 mm | | | 0065 715-97040 25.000 m | 450.00000 11250.00| 70.00000 1750.00| 120.00000 3000.00 PIPE, RELAID, 600 mm | | | 0066 801-04308 24.000 EACH| 250.00000 6000.00| 140.00000 3360.00| 141.75000 3402.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06203 1863.000 m | 2.00000 3726.00| 0.63000 1173.69| 0.35000 652.05 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06207 2533.000 m | 3.00000 7599.00| 3.10000 7852.30| 3.00000 7599.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0069 801-06605 24.000 EACH| 90.00000 2160.00| 82.50000 1980.00| 82.00000 1968.00 BARRICADE, IIIA | | | 0070 801-06606 24.000 EACH| 110.00000 2640.00| 84.00000 2016.00| 82.00000 1968.00 BARRICADE, IIIB | | | 0071 801-06625 23.000 EACH| 75.00000 1725.00| 72.50000 1667.50| 72.50000 1667.50 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,921,995.71 ROUTE : 44 CALL ORDER : 220 CONTRACT ID : R -24787-A COUNTIES : SHELBY RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06640 41.000 EACH| 100.00000 4100.00| 78.00000 3198.00| 79.00000 3239.00 CONSTRUCTION SIGN, A | | | 0073 801-06710 200.000 DAY | 20.00000 4000.00| 15.00000 3000.00| 15.00000 3000.00 FLASHING ARROW SIGN | | | 0074 801-06775 LUMP| 44000.00000 44000.00| 72500.00000 72500.00| 145000.00000 145000.00 MAINTAINING TRAFFIC | | | 0075 808-06712 13133.000 m | 0.20000 2626.60| 0.01000 131.33| 0.01000 131.33 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0076 808-06713 28197.000 m | 0.20000 5639.40| 0.18000 5075.46| 0.18000 5075.46 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 5486.000 m | 0.20000 1097.20| 0.18000 987.48| 0.18000 987.48 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0078 808-75996 280.000 EACH| 4.00000 1120.00| 3.35000 938.00| 5.25000 1470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 776.000 EACH| 25.00000 19400.00| 22.05000 17110.80| 22.00000 17072.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,296,312.61| $ 3,341,400.00| $ 4,138,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,296,312.61| $ 3,341,400.00| $ 4,138,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 224 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 224 CONTRACT ID : R -24843-B COUNTIES : STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 12/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7276010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,293,242.37 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 1,343,528.21 103.8883% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 850.00000 10200.00| 1200.00000 14400.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 64660.00000 64660.00| 65000.00000 65000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25860.00000 25860.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 12483.000 CYS | 12.50000 156037.50| 15.00000 187245.00| EXCAVATION, COMMON | | | 0006 205-02224 3315.000 LFT | 1.65000 5469.75| 1.65000 5469.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02231 35.000 LFT | 25.00000 875.00| 30.00000 1050.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 2.000 EACH| 60.00000 120.00| 60.00000 120.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 7.000 EACH| 60.00000 420.00| 60.00000 420.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 59.000 EACH| 30.00000 1770.00| 30.00000 1770.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 2882.000 CYS | 10.00000 28820.00| 11.50000 33143.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 7533.000 TON | 11.50000 86629.50| 8.00000 60264.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 224 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 224 CONTRACT ID : R -24843-B COUNTIES : STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05468 2970.000 TON | 25.00000 74250.00| 28.00000 83160.00| HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1959.000 TON | 26.00000 50934.00| 29.00000 56811.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 960.000 TON | 30.00000 28800.00| 42.00000 40320.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 146.000 TON | 32.00000 4672.00| 36.00000 5256.00| HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05490 69.000 TON | 38.00000 2622.00| 52.00000 3588.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0018 405-05517 21.500 TON | 300.00000 6450.00| 75.00000 1612.50| ASPHALT FOR PRIME COAT | | | 0019 406-05520 7.730 TON | 225.00000 1739.25| 75.00000 579.75| ASPHALT FOR TACK COAT | | | 0020 601-06037 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| GUARDRAIL END TREATMENT, I | | | 0021 601-99105 445.000 LFT | 11.50000 5117.50| 11.50000 5117.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 604-06069 411.000 SYS | 40.00000 16440.00| 36.00000 14796.00| CURB RAMP, CONCRETE | | | 0023 604-44251 23.000 CYS | 550.00000 12650.00| 675.00000 15525.00| STEPS, CONCRETE | | | 0024 604-91531 2600.000 SYS | 20.00000 52000.00| 23.50000 61100.00| SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 185.000 LFT | 20.00000 3700.00| 17.50000 3237.50| CURB, CONCRETE | | | 0026 605-06120 42.000 LFT | 20.00000 840.00| 22.00000 924.00| CURB, CONCRETE , MODIFIED | | | 0027 605-06140 5671.000 LFT | 10.00000 56710.00| 10.25000 58127.75| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0028 605-06255 6.000 SYS | 80.00000 480.00| 60.00000 360.00| CENTER CURB, D, CONCRETE | | | 0029 610-05527 731.000 TON | 44.00000 32164.00| 67.00000 48977.00| HMA FOR APPROACHES | | | 0030 611-05330 2927.200 SYS | 31.00000 90743.20| 28.00000 81961.60| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0031 611-06497 5.000 EACH| 110.00000 550.00| 125.00000 625.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 12.000 EACH| 133.00000 1596.00| 165.00000 1980.00| MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 224 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 224 CONTRACT ID : R -24843-B COUNTIES : STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-02320 42.000 SYS | 5.00000 210.00| 5.00000 210.00| GEOTEXTILES | | | 0034 616-06405 17.200 TON | 50.00000 860.00| 50.00000 860.00| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.520 TON | 676.00000 351.52| 676.00000 351.52| FERTILIZER | | | 0037 621-06548 2.400 LBS | 20.00000 48.00| 20.00000 48.00| SEED MIXTURE, CV | | | 0038 621-06553 221.000 LBS | 4.50000 994.50| 4.50000 994.50| SEED MIXTURE, R | | | 0039 621-06565 2.600 TON | 520.00000 1352.00| 520.00000 1352.00| MULCHING MATERIAL | | | 0040 621-06567 32.600 MG | 2.00000 65.20| 2.00000 65.20| WATER | | | 0041 621-06575 8140.000 SYS | 2.60000 21164.00| 2.60000 21164.00| SODDING, NURSERY | | | 0042 715-13010 1149.000 LFT | 23.00000 26427.00| 23.50000 27001.50| PIPE, GROUP L, 12 IN. | | | 0043 715-13015 1849.000 LFT | 25.00000 46225.00| 24.00000 44376.00| PIPE, GROUP L, 15 IN. | | | 0044 715-13020 1022.000 LFT | 27.00000 27594.00| 25.00000 25550.00| PIPE, GROUP L, 18 IN. | | | 0045 715-13030 2045.000 LFT | 29.00000 59305.00| 30.00000 61350.00| PIPE, GROUP L, 24 IN. | | | 0046 715-44240 53.300 CYS | 425.00000 22652.50| 500.00000 26650.00| CONCRETE, A, STRUCTURES | | | 0047 715-44255 257.000 LFT | 5.00000 1285.00| 5.00000 1285.00| PIPE, GROUP K, 6 IN. | | | 0048 715-46000 2.000 EACH| 200.00000 400.00| 165.00000 330.00| PIPE END SECTION, 12 IN. | | | 0049 715-46005 1.000 EACH| 210.00000 210.00| 175.00000 175.00| PIPE END SECTION, 15 IN. | | | 0050 715-46010 1.000 EACH| 220.00000 220.00| 230.00000 230.00| PIPE END SECTION, 18 IN. | | | 0051 715-46020 1.000 EACH| 245.00000 245.00| 310.00000 310.00| PIPE END SECTION, 24 IN. | | | 0052 718-99395 67.000 LFT | 5.00000 335.00| 18.00000 1206.00| PIPE, GROUP K, NON PERF., 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 224 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 224 CONTRACT ID : R -24843-B COUNTIES : STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 719-35000 300.000 LFT | 4.00000 1200.00| 2.00000 600.00| PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0054 719-35001 500.000 LFT | 5.00000 2500.00| 3.00000 1500.00| PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0055 719-35005 100.000 LFT | 6.00000 600.00| 4.00000 400.00| PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0056 719-35010 100.000 LFT | 7.00000 700.00| 5.00000 500.00| PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0057 720-45030 4.000 EACH| 1700.00000 6800.00| 1375.00000 5500.00| INLET, E7 | | | 0058 720-45035 3.000 EACH| 1700.00000 5100.00| 1375.00000 4125.00| INLET, F7 | | | 0059 720-45045 22.000 EACH| 1850.00000 40700.00| 1645.00000 36190.00| INLET, J10 | | | 0060 720-45055 4.000 EACH| 1850.00000 7400.00| 1650.00000 6600.00| INLET, M10 | | | 0061 720-45075 1.000 EACH| 1950.00000 1950.00| 2000.00000 2000.00| INLET, R13 | | | 0062 720-45410 28.000 EACH| 2600.00000 72800.00| 1675.00000 46900.00| MANHOLE, C4 | | | 0063 720-45415 1.000 EACH| 3100.00000 3100.00| 3000.00000 3000.00| MANHOLE, D4 | | | 0064 720-98174 11.000 EACH| 2100.00000 23100.00| 2100.00000 23100.00| INLET, B15 | | | 0065 720-98555 5.000 EACH| 2100.00000 10500.00| 2100.00000 10500.00| INLET, C15 | | | 0066 801-03290 1.000 EACH| 225.00000 225.00| 225.00000 225.00| CONSTRUCTION SIGN, C | | | 0067 801-04308 19.000 EACH| 350.00000 6650.00| 350.00000 6650.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06605 30.000 EACH| 125.00000 3750.00| 125.00000 3750.00| BARRICADE, IIIA | | | 0069 801-06606 8.000 EACH| 135.00000 1080.00| 135.00000 1080.00| BARRICADE, IIIB | | | 0070 801-06625 27.000 EACH| 105.00000 2835.00| 105.00000 2835.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 20.000 EACH| 85.00000 1700.00| 85.00000 1700.00| CONSTRUCTION SIGN, A | | | 0072 801-06645 2.000 EACH| 45.00000 90.00| 45.00000 90.00| CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP| 23940.33000 23940.33| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 224 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 224 CONTRACT ID : R -24843-B COUNTIES : STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-02489 161.000 LFT | 12.50000 2012.50| 12.50000 2012.50| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 1/4" X 2 1/4/" | | | 0075 802-02489 81.000 LFT | 11.60000 939.60| 11.50000 931.50| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2" X 2" | | | 0076 802-76025 83.750 SFT | 10.90000 912.88| 10.60000 887.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0077 802-76035 14.140 SFT | 11.25000 159.08| 10.95000 154.83| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0078 802-97812 18.000 EACH| 49.00000 882.00| 27.50000 495.00| STREET NAME IDENTIFICATION SIGN | | | 0079 808-04298 2.000 EACH| 260.00000 520.00| 260.00000 520.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0080 808-06713 926.000 LFT | 0.20000 185.20| 0.20000 185.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0081 808-75245 8086.000 LFT | 0.26000 2102.36| 0.26000 2102.36| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 808-75297 125.000 LFT | 3.00000 375.00| 3.00000 375.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0083 808-75300 2760.000 LFT | 0.75000 2070.00| 0.75000 2070.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,293,242.37| $ 1,343,528.21| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,293,242.37| $ 1,343,528.21| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/20/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0428004 0428004 0428004 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 4,693,563.38 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,283,786.12 112.5751% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 5,602,033.15 119.3556% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGNAL MODERNIZATION, SIGNS AND LIGHTING | | | 0001 105-01925 24.000 MOS | 700.00000 16800.00| 1500.00000 36000.00| 1200.00000 28800.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 115800.00000 115800.00| 110000.00000 110000.00| 135000.00000 135000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 227000.00000 227000.00| 260000.00000 260000.00| 277000.00000 277000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 87873.00000 87873.00| 105000.00000 105000.00| 110000.00000 110000.00 CLEARING RIGHT OF WAY | | | 0005 202-01347 1.000 EACH| 3100.00000 3100.00| 2500.00000 2500.00| 5000.00000 5000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0006 202-01502 2.000 EACH| 320.00000 640.00| 325.00000 650.00| 220.00000 440.00 LIGHT STANDARD, REMOVE | | | 0007 202-01874 65.000 EACH| 25.00000 1625.00| 26.25000 1706.25| 11.00000 715.00 SHEET SIGN AND POST, REMOVE | | | 0008 202-02240 3425.000 SYS | 7.00000 23975.00| 6.50000 22262.50| 21.00000 71925.00 PAVEMENT, REMOVE | | | 0009 202-02279 589.000 LFT | 3.00000 1767.00| 5.50000 3239.50| 9.00000 5301.00 CURB AND GUTTER, REMOVE | | | 0010 202-02844 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 900.00000 1800.00 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0011 202-03000 LUMP| 2400.00000 2400.00| 650.00000 650.00| 800.00000 800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 400.00000 400.00| 300.00000 300.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 100 | | | 0013 202-03000 LUMP| 100.00000 100.00| 300.00000 300.00| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 15| | | 0014 202-03000 LUMP| 2400.00000 2400.00| 2200.00000 2200.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 37SA | | | 0015 202-03000 LUMP| 1.00000 1.00| 850.00000 850.00| 2900.00000 2900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 40SA | | | 0016 202-03000 LUMP| 2900.00000 2900.00| 4200.00000 4200.00| 1700.00000 1700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 46| | | 0017 202-03000 LUMP| 2900.00000 2900.00| 4600.00000 4600.00| 2300.00000 2300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 47| | | 0018 202-03000 LUMP| 500.00000 500.00| 300.00000 300.00| 1150.00000 1150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 48| | | 0019 202-03000 LUMP| 1.00000 1.00| 600.00000 600.00| 990.00000 990.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 64| | | 0020 202-03000 LUMP| 1.00000 1.00| 300.00000 300.00| 3950.00000 3950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 68| | | 0021 202-03000 LUMP| 3900.00000 3900.00| 1600.00000 1600.00| 11400.00000 11400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 83| | | 0022 202-03000 LUMP| 2400.00000 2400.00| 2500.00000 2500.00| 980.00000 980.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 85| | | 0023 202-03000 LUMP| 1.00000 1.00| 300.00000 300.00| 985.00000 985.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 90| | | 0024 202-05544 1000.000 GAL | 1.35000 1350.00| 0.90000 900.00| 9.00000 9000.00 REGULATED MATERIALS, DISPOSE, C | | | 0025 202-05545 90.000 CYS | 49.75000 4477.50| 44.00000 3960.00| 100.00000 9000.00 REGULATED MATERIALS, DISPOSE, C | | | 0026 202-05550 90.000 CYS | 8.75000 787.50| 3.80000 342.00| 100.00000 9000.00 REGULATED MATERIALS, REMOVE, C | | | 0027 202-05555 90.000 CYS | 12.00000 1080.00| 9.50000 855.00| 100.00000 9000.00 REGULATED MATERIALS, TRANSPORT, C | | | 0028 202-05571 1.000 EACH| 485.00000 485.00| 180.00000 180.00| 220.00000 220.00 TESTING FOR WASTES , BTEX | | | 0029 202-05571 6.000 EACH| 235.00000 1410.00| 180.00000 1080.00| 275.00000 1650.00 TESTING FOR WASTES , TPEH | | | 0030 202-05572 1.000 DAY | 1900.00000 1900.00| 1550.00000 1550.00| 1100.00000 1100.00 FIELD SCREENING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 202-60820 41458.000 SYS | 1.00000 41458.00| 1.50000 62187.00| 1.25000 51822.50 SURFACE MILLING, ASPHALT | | | 0032 202-60822 410.000 SYS | 2.00000 820.00| 4.00000 1640.00| 550.00000 225500.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0033 202-74025 345.000 LFT | 4.00000 1380.00| 4.50000 1552.50| 7.00000 2415.00 FENCE, REMOVE | | | 0034 202-74070 1.000 EACH| 1395.00000 1395.00| 1365.00000 1365.00| 470.00000 470.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0035 202-78515 LUMP| 11400.00000 11400.00| 11300.00000 11300.00| 6900.00000 6900.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0036 203-02000 13774.000 CYS | 11.00000 151514.00| 16.00000 220384.00| 16.00000 220384.00 EXCAVATION, COMMON | | | 0037 203-02070 2125.000 CYS | 13.00000 27625.00| 12.00000 25500.00| 18.00000 38250.00 BORROW | | | 0038 205-02229 85.000 LFT | 4.00000 340.00| 4.05000 344.25| 4.00000 340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0039 205-02234 3.000 EACH| 85.00000 255.00| 90.00000 270.00| 88.00000 264.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0040 205-02236 13.000 EACH| 75.00000 975.00| 79.00000 1027.00| 76.00000 988.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0041 205-02237 65.000 EACH| 65.00000 4225.00| 63.00000 4095.00| 12.50000 812.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0042 211-02050 123.000 CYS | 15.00000 1845.00| 25.00000 3075.00| 30.00000 3690.00 B BORROW | | | 0043 213-52830 1405.000 CYS | 44.00000 61820.00| 88.00000 123640.00| 90.00000 126450.00 FLOWABLE MORTAR | | | 0044 303-02051 1339.000 TON | 16.00000 21424.00| 14.00000 18746.00| 18.00000 24102.00 STONE, 2 | | | 0045 303-04095 98.000 TON | 23.00000 2254.00| 25.00000 2450.00| 35.00000 3430.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0046 303-52308 3168.000 TON | 15.00000 47520.00| 22.00000 69696.00| 19.00000 60192.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0047 303-52309 1546.000 TON | 15.00000 23190.00| 14.00000 21644.00| 24.00000 37104.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0048 303-60900 18.000 TON | 55.00000 990.00| 22.00000 396.00| 40.00000 720.00 COMPACTED AGGREGATE FOR BASE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 304-04403 4066.000 CYS | 29.00000 117914.00| 34.00000 138244.00| 31.00000 126046.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0050 305-05204 440.000 TON | 85.00000 37400.00| 110.00000 48400.00| 98.00000 43120.00 HMA FOR PATCHING | | | 0051 307-03646 7443.000 SYS | 26.75000 199100.25| 37.50000 279112.50| 42.00000 312606.00 PORTLAND CEMENT CONCRETE BASE, 8 IN. | | | 0052 307-92012 3589.000 SYS | 37.50000 134587.50| 45.00000 161505.00| 46.00000 165094.00 PORTLAND CEMENT CONCRETE BASE, 10 IN. | | | 0053 310-04013 2200.000 SYS | 95.00000 209000.00| 99.00000 217800.00| 130.00000 286000.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0054 401-04824 483.000 TON | 36.00000 17388.00| 44.00000 21252.00| 44.00000 21252.00 HMA BASE 25.0 mm, SHOULDER | | | 0055 401-05437 1335.000 TON | 36.50000 48727.50| 65.00000 86775.00| 52.50000 70087.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0056 401-05455 7673.000 TON | 34.00000 260882.00| 38.10000 292341.30| 36.50000 280064.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0057 401-05456 4872.000 TON | 48.50000 236292.00| 49.50000 241164.00| 48.60000 236779.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0058 401-06264 LUMP| 10000.00000 10000.00| 9500.00000 9500.00| 12000.00000 12000.00 PROFILOGRAPH, HMA | | | 0059 402-05470 77.000 TON | 43.00000 3311.00| 60.00000 4620.00| 51.00000 3927.00 HMA BASE C25.0 mm, MAINLINE | | | 0060 402-05490 140.000 TON | 54.00000 7560.00| 52.00000 7280.00| 53.00000 7420.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0061 402-05495 1353.000 TON | 51.00000 69003.00| 41.00000 55473.00| 46.00000 62238.00 HMA WEDGE AND LEVEL | | | 0062 404-05511 108.000 SYS | 16.00000 1728.00| 5.00000 540.00| 11.65000 1258.20 SEAL COAT, 2 | | | 0063 405-05518 2411.000 SYS | 1.00000 2411.00| 1.50000 3616.50| 1.20000 2893.20 ASPHALT FOR PRIME COAT | | | 0064 406-05520 18.000 TON | 200.00000 3600.00| 200.00000 3600.00| 190.00000 3420.00 ASPHALT FOR TACK COAT | | | 0065 501-05090 3027.000 SYS | 39.50000 119566.50| 40.00000 121080.00| 65.00000 196755.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0066 603-06040 345.000 LFT | 8.50000 2932.50| 8.25000 2846.25| 8.00000 2760.00 FENCE, FARM FIELD, 47 IN. | | | 0067 604-03643 446.000 SYS | 36.00000 16056.00| 49.00000 21854.00| 36.00000 16056.00 BRICK PAVERS | | | 0068 604-91531 7231.000 SYS | 28.25000 204275.75| 28.50000 206083.50| 20.00000 144620.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 605-06090 6996.000 LFT | 5.50000 38478.00| 12.00000 83952.00| 7.75000 54219.00 CURB, INTEGRAL, CONCRETE | | | 0070 605-06120 3251.000 LFT | 19.00000 61769.00| 22.00000 71522.00| 16.50000 53641.50 CURB, CONCRETE | | | 0071 605-06140 502.000 LFT | 10.00000 5020.00| 22.00000 11044.00| 18.00000 9036.00 CURB AND GUTTER, CONCRETE | | | 0072 605-06250 72.200 SYS | 97.50000 7039.50| 85.00000 6137.00| 95.00000 6859.00 CENTER CURB, C, CONCRETE | | | 0073 605-06255 8.000 SYS | 165.00000 1320.00| 220.00000 1760.00| 130.00000 1040.00 CENTER CURB, D, CONCRETE | | | 0074 605-06275 7.000 SYS | 195.00000 1365.00| 230.00000 1610.00| 150.00000 1050.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0075 610-05527 250.000 TON | 89.00000 22250.00| 95.00000 23750.00| 92.00000 23000.00 HMA FOR APPROACHES | | | 0076 611-95728 5414.000 SYS | 44.75000 242276.50| 45.00000 243630.00| 40.00000 216560.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0077 615-06490 134.000 EACH| 115.00000 15410.00| 113.00000 15142.00| 110.00000 14740.00 RIGHT OF WAY MARKER | | | 0078 615-06500 14.000 EACH| 400.00000 5600.00| 410.00000 5740.00| 425.00000 5950.00 MONUMENT, A | | | 0079 617-04488 2210.000 SYS | 3.75000 8287.50| 2.50000 5525.00| 6.00000 13260.00 GEOGRID, SUBGRADE | | | 0080 621-06560 5700.000 SYS | 0.50000 2850.00| 0.52000 2964.00| 0.50000 2850.00 MULCHED SEEDING, U | | | 0081 621-06575 4005.000 SYS | 3.25000 13016.25| 3.20000 12816.00| 3.10000 12415.50 SODDING, NURSERY | | | 0082 714-04802 37.000 SYS | 195.00000 7215.00| 160.00000 5920.00| 200.00000 7400.00 CONCRETE MODULAR BLOCK WALL | | | 0083 715-01459 36.000 LFT | 54.00000 1944.00| 35.00000 1260.00| 105.00000 3780.00 PIPE, REINFORCED CONCRETE, III, 12 IN. | | | 0084 715-03149 72.000 LFT | 38.00000 2736.00| 42.00000 3024.00| 38.00000 2736.00 PIPE, GROUP D, 15 IN. | | | 0085 715-05601 15.000 LFT | 54.00000 810.00| 35.00000 525.00| 28.00000 420.00 PIPE, GROUP D, 12 IN. | | | 0086 715-05658 12.000 LFT | 61.00000 732.00| 50.00000 600.00| 34.00000 408.00 PIPE, GROUP D, 24 IN. | | | 0087 715-05696 84.000 LFT | 39.00000 3276.00| 35.00000 2940.00| 56.00000 4704.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 12 IN. | | | 0088 715-13010 712.000 LFT | 41.00000 29192.00| 35.00000 24920.00| 57.00000 40584.00 PIPE, GROUP L, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 715-13015 1124.000 LFT | 32.00000 35968.00| 42.00000 47208.00| 34.00000 38216.00 PIPE, GROUP L, 15 IN. | | | 0090 715-13020 771.000 LFT | 34.00000 26214.00| 45.00000 34695.00| 32.00000 24672.00 PIPE, GROUP L, 18 IN. | | | 0091 715-13030 318.000 LFT | 38.00000 12084.00| 50.00000 15900.00| 29.00000 9222.00 PIPE, GROUP L, 24 IN. | | | 0092 715-13035 711.000 LFT | 47.00000 33417.00| 55.00000 39105.00| 37.00000 26307.00 PIPE, GROUP L, 30 IN. | | | 0093 715-13040 130.000 LFT | 54.00000 7020.00| 60.00000 7800.00| 44.00000 5720.00 PIPE, GROUP L, 36 IN. | | | 0094 715-22001 114.000 LFT | 62.00000 7068.00| 65.00000 7410.00| 74.00000 8436.00 PIPE, GROUP R-1, MIN. AREA 1.8 SQ. FT. | | | 0095 715-22006 153.000 LFT | 68.00000 10404.00| 65.00000 9945.00| 62.00000 9486.00 PIPE, GROUP R-1, MIN. AREA 3.3 SQ. FT. | | | 0096 715-22015 130.000 LFT | 80.00000 10400.00| 70.00000 9100.00| 61.00000 7930.00 PIPE, GROUP R-1, 38 IN. X 24 IN. | | | 0097 715-41030 14.000 LFT | 44.00000 616.00| 45.00000 630.00| 45.00000 630.00 PIPE, CONCRETE, 18 IN. | | | 0098 715-46000 1.000 EACH| 175.00000 175.00| 300.00000 300.00| 336.00000 336.00 PIPE END SECTION, 12 IN. | | | 0099 715-46005 2.000 EACH| 200.00000 400.00| 350.00000 700.00| 390.00000 780.00 PIPE END SECTION, 15 IN. | | | 0100 715-46010 1.000 EACH| 325.00000 325.00| 400.00000 400.00| 500.00000 500.00 PIPE END SECTION, 18 IN. | | | 0101 715-46020 1.000 EACH| 525.00000 525.00| 750.00000 750.00| 694.00000 694.00 PIPE END SECTION, 24 IN. | | | 0102 715-46040 1.000 EACH| 775.00000 775.00| 800.00000 800.00| 790.00000 790.00 PIPE END SECTION, 36 IN. | | | 0103 715-95092 15.000 LFT | 135.00000 2025.00| 145.00000 2175.00| 440.00000 6600.00 SLOTTED DRAIN, 12 IN. | | | 0104 720-04196 1.000 EACH| 12200.00000 12200.00| 5000.00000 5000.00| 3200.00000 3200.00 MANHOLE, M | | | 0105 720-06687 LUMP| 9950.00000 9950.00| 9000.00000 9000.00| 6000.00000 6000.00 DRAINAGE STRUCTURE , TRANSVERSE | | | 0106 720-44000 74.000 EACH| 375.00000 27750.00| 450.00000 33300.00| 450.00000 33300.00 CASTING, ADJUST TO GRADE | | | 0107 720-44045 3.000 EACH| 600.00000 1800.00| 700.00000 2100.00| 625.00000 1875.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0108 720-44055 2.000 EACH| 675.00000 1350.00| 800.00000 1600.00| 690.00000 1380.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0109 720-45005 6.000 EACH| 995.00000 5970.00| 1200.00000 7200.00| 1200.00000 7200.00 INLET, A2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 720-45010 3.000 EACH| 950.00000 2850.00| 1225.00000 3675.00| 1400.00000 4200.00 INLET, A3 | | | 0111 720-45015 2.000 EACH| 950.00000 1900.00| 1250.00000 2500.00| 1400.00000 2800.00 INLET, A8 | | | 0112 720-45025 1.000 EACH| 1550.00000 1550.00| 1350.00000 1350.00| 1775.00000 1775.00 INLET, D6 | | | 0113 720-45030 6.000 EACH| 950.00000 5700.00| 1100.00000 6600.00| 1000.00000 6000.00 INLET, E7 | | | 0114 720-45035 1.000 EACH| 975.00000 975.00| 1500.00000 1500.00| 1250.00000 1250.00 INLET, F7 | | | 0115 720-45045 40.000 EACH| 1000.00000 40000.00| 1300.00000 52000.00| 1400.00000 56000.00 INLET, J10 | | | 0116 720-45055 12.000 EACH| 1100.00000 13200.00| 1350.00000 16200.00| 1600.00000 19200.00 INLET, M10 | | | 0117 720-45260 1.000 EACH| 475.00000 475.00| 1400.00000 1400.00| 940.00000 940.00 PIPE CATCH BASIN, 12 IN. | | | 0118 720-45265 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 950.00000 950.00 PIPE CATCH BASIN, 15 IN. | | | 0119 720-45400 16.000 EACH| 1350.00000 21600.00| 4000.00000 64000.00| 1200.00000 19200.00 MANHOLE, A4 | | | 0120 720-45405 4.000 EACH| 1600.00000 6400.00| 4000.00000 16000.00| 1200.00000 4800.00 MANHOLE, B4 | | | 0121 720-45410 14.000 EACH| 1625.00000 22750.00| 4500.00000 63000.00| 1600.00000 22400.00 MANHOLE, C4 | | | 0122 720-45415 1.000 EACH| 7350.00000 7350.00| 5000.00000 5000.00| 3300.00000 3300.00 MANHOLE, D4 | | | 0123 720-45510 1.000 EACH| 2100.00000 2100.00| 5000.00000 5000.00| 2300.00000 2300.00 MANHOLE, C4, MODIFIED | | | 0124 720-45605 21.000 LFT | 195.00000 4095.00| 500.00000 10500.00| 470.00000 9870.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0125 720-93588 2.000 EACH| 1450.00000 2900.00| 4000.00000 8000.00| 2400.00000 4800.00 MANHOLE, C3 | | | 0126 720-95898 5.000 EACH| 1500.00000 7500.00| 4000.00000 20000.00| 2800.00000 14000.00 MANHOLE, A10 | | | 0127 720-96275 1.000 EACH| 1350.00000 1350.00| 4000.00000 4000.00| 2400.00000 2400.00 MANHOLE, A2 | | | 0128 720-98174 6.000 EACH| 1550.00000 9300.00| 1800.00000 10800.00| 2300.00000 13800.00 INLET, B15 | | | 0129 720-98555 2.000 EACH| 1550.00000 3100.00| 1800.00000 3600.00| 2400.00000 4800.00 INLET, C15 | | | 0130 730-98769 1.000 EACH| 1950.00000 1950.00| 2000.00000 2000.00| 2600.00000 2600.00 GRATED BOX END SECTION, I, 4:1, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 801-03290 2.000 EACH| 350.00000 700.00| 525.00000 1050.00| 510.00000 1020.00 CONSTRUCTION SIGN, C | | | 0132 801-06203 20465.000 LFT | 0.15000 3069.75| 0.40000 8186.00| 0.40000 8186.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0133 801-06207 22785.000 LFT | 1.00000 22785.00| 0.97000 22101.45| 0.95000 21645.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0134 801-06605 155.000 EACH| 195.00000 30225.00| 168.00000 26040.00| 162.00000 25110.00 BARRICADE, IIIA | | | 0135 801-06640 157.000 EACH| 195.00000 30615.00| 157.50000 24727.50| 155.00000 24335.00 CONSTRUCTION SIGN, A | | | 0136 801-06710 735.000 DAY | 14.00000 10290.00| 15.75000 11576.25| 26.00000 19110.00 FLASHING ARROW SIGN | | | 0137 801-06775 LUMP| 254750.00000 254750.00| 193000.00000 193000.00| 260000.00000 260000.00 MAINTAINING TRAFFIC | | | 0138 801-96385 32.000 EACH| 115.00000 3680.00| 78.75000 2520.00| 77.00000 2464.00 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0139 802-02293 89.580 CYS | 400.00000 35832.00| 400.00000 35832.00| 360.00000 32248.80 CONCRETE, SIGN FOUNDATION | | | 0140 802-02489 607.000 LFT | 11.50000 6980.50| 11.50000 6980.50| 7.20000 4370.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0141 802-76025 570.780 SFT | 14.50000 8276.31| 14.30000 8162.15| 11.00000 6278.58 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0142 802-76035 1139.920 SFT | 16.00000 18238.72| 16.35000 18637.69| 11.50000 13109.08 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0143 802-76045 70.000 SFT | 17.00000 1190.00| 17.15000 1200.50| 14.00000 980.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0144 803-02310 14634.000 LBS | 0.50000 7317.00| 0.48000 7024.32| 1.05000 15365.70 REINFORCING STEEL, SIGN FOUNDATION | | | 0145 803-76100 3.000 EACH| 7500.00000 22500.00| 7525.00000 22575.00| 10000.00000 30000.00 SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0146 803-76125 8.000 EACH| 6500.00000 52000.00| 6600.00000 52800.00| 7000.00000 56000.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0147 805-01815 7.000 EACH| 1975.00000 13825.00| 1940.00000 13580.00| 1700.00000 11900.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 805-01842 95.000 EACH| 775.00000 73625.00| 755.00000 71725.00| 650.00000 61750.00 HANDHOLE, SIGNAL | | | 0149 805-01843 2.000 EACH| 450.00000 900.00| 440.00000 880.00| 230.00000 460.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0150 805-01893 LUMP| 1500.00000 1500.00| 1550.00000 1550.00| 4300.00000 4300.00 MAINTAINING TRAFFIC SIGNAL | | | 0151 805-02087 LUMP| 550.00000 550.00| 565.00000 565.00| 1250.00000 1250.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0152 805-02152 32.000 EACH| 375.00000 12000.00| 390.00000 12480.00| 440.00000 14080.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0153 805-02202 9.000 EACH| 825.00000 7425.00| 850.00000 7650.00| 700.00000 6300.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0154 805-02328 25320.000 LFT | 0.10000 2532.00| 0.11000 2785.20| 0.05000 1266.00 SIGNAL CABLE, 1C 14GA. | | | 0155 805-04679 4.000 EACH| 350.00000 1400.00| 340.00000 1360.00| 550.00000 2200.00 PEDESTAL AND BASE, 11 FT. | | | 0156 805-06592 16173.000 LFT | 11.00000 177903.00| 10.65000 172242.45| 9.50000 153643.50 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0157 805-06595 296.000 LFT | 12.00000 3552.00| 11.30000 3344.80| 8.00000 2368.00 CONDUIT, PVC, 2 IN. | | | 0158 805-78109 12.000 EACH| 9000.00000 108000.00| 9400.00000 112800.00| 8000.00000 96000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0159 805-78205 16.000 EACH| 375.00000 6000.00| 350.00000 5600.00| 500.00000 8000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0160 805-78215 5.000 EACH| 375.00000 1875.00| 350.00000 1750.00| 500.00000 2500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0161 805-78230 4.000 EACH| 575.00000 2300.00| 550.00000 2200.00| 700.00000 2800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0162 805-78415 8.000 EACH| 1000.00000 8000.00| 1000.00000 8000.00| 1750.00000 14000.00 SPAN, CATENARY, AND TETHER | | | 0163 805-78420 8.000 EACH| 210.00000 1680.00| 215.00000 1720.00| 320.00000 2560.00 DISCONNECT HANGER | | | 0164 805-78445 1.000 EACH| 500.00000 500.00| 340.00000 340.00| 600.00000 600.00 SIGNAL SERVICE | | | 0165 805-78470 19654.000 LFT | 0.10000 1965.40| 0.11000 2161.94| 0.05000 982.70 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 805-78480 964.000 LFT | 1.50000 1446.00| 1.35000 1301.40| 1.00000 964.00 SIGNAL CABLE, 3C 14GA. | | | 0167 805-78485 2203.000 LFT | 2.50000 5507.50| 2.50000 5507.50| 1.05000 2313.15 SIGNAL CABLE, 5C 14GA. | | | 0168 805-78490 1829.000 LFT | 2.50000 4572.50| 2.50000 4572.50| 1.20000 2194.80 SIGNAL CABLE, 7C 14GA. | | | 0169 805-78510 36260.000 LFT | 1.05000 38073.00| 1.00000 36260.00| 1.05000 38073.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78785 29.000 EACH| 775.00000 22475.00| 710.00000 20590.00| 400.00000 11600.00 SIGNAL DETECTOR HOUSING | | | 0171 805-78795 6511.000 LFT | 6.00000 39066.00| 6.10000 39717.10| 9.50000 61854.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0172 805-78900 4.000 EACH| 510.00000 2040.00| 535.00000 2140.00| 350.00000 1400.00 PEDESTAL FOUNDATION, A | | | 0173 805-78925 1.000 EACH| 950.00000 950.00| 980.00000 980.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0174 805-81032 3.000 EACH| 2500.00000 7500.00| 2310.00000 6930.00| 3200.00000 9600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0175 805-81060 4.000 EACH| 2700.00000 10800.00| 2830.00000 11320.00| 3400.00000 13600.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0176 805-86889 115.000 LFT | 0.50000 57.50| 0.32000 36.80| 0.52000 59.80 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0177 805-86920 6.000 EACH| 14.00000 84.00| 14.20000 85.20| 21.00000 126.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0178 805-86925 4.000 EACH| 18.00000 72.00| 18.80000 75.20| 42.00000 168.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0179 805-86930 8.000 EACH| 15.00000 120.00| 13.10000 104.80| 21.00000 168.00 INSULATING LINK, NOT WATERPROOFED | | | 0180 805-86935 6.000 EACH| 17.00000 102.00| 14.75000 88.50| 41.00000 246.00 INSULATING LINK, WATERPROOFED | | | 0181 805-90648 LUMP| 34000.00000 34000.00| 32000.00000 32000.00| 41000.00000 41000.00 EQUIPMENT, TEST AND MONITOR | | | 0182 805-90734 1.000 EACH| 5900.00000 5900.00| 5500.00000 5500.00| 4500.00000 4500.00 TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0183 805-92504 132.000 EACH| 200.00000 26400.00| 180.00000 23760.00| 325.00000 42900.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0184 805-94295 26.000 EACH| 275.00000 7150.00| 285.00000 7410.00| 190.00000 4940.00 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 805-96121 32.000 EACH| 150.00000 4800.00| 160.00000 5120.00| 110.00000 3520.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0186 805-96260 25230.000 LFT | 2.00000 50460.00| 1.90000 47937.00| 1.65000 41629.50 FIBER OPTICS CABLE, IN CONDUIT | | | 0187 805-97509 3.000 EACH| 1025.00000 3075.00| 980.00000 2940.00| 630.00000 1890.00 MODIFY M FOUNDATION TO P1 FOUNDATION | | | 0188 805-98335 580.000 LFT | 6.00000 3480.00| 5.15000 2987.00| 4.00000 2320.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0189 805-98336 60.000 LFT | 7.00000 420.00| 7.30000 438.00| 4.00000 240.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0190 807-02191 2.000 EACH| 600.00000 1200.00| 540.00000 1080.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0191 807-02428 1.000 EACH| 950.00000 950.00| 885.00000 885.00| 430.00000 430.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0192 807-04653 4.000 EACH| 950.00000 3800.00| 885.00000 3540.00| 430.00000 1720.00 LIGHTING FOUNDATION | | | 0193 807-84814 1.000 EACH| 1350.00000 1350.00| 1250.00000 1250.00| 1300.00000 1300.00 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0194 807-86620 1.000 EACH| 200.00000 200.00| 190.00000 190.00| 360.00000 360.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0195 807-86910 4.000 EACH| 30.00000 120.00| 31.00000 124.00| 32.00000 128.00 CONNECTOR KIT, UNFUSED | | | 0196 807-86915 4.000 EACH| 32.50000 130.00| 32.00000 128.00| 40.00000 160.00 CONNECTOR KIT, FUSED | | | 0197 807-86955 2.000 EACH| 125.00000 250.00| 110.00000 220.00| 51.00000 102.00 CABLE DUCT MARKER | | | 0198 808-01045 74.000 LFT | 2.25000 166.50| 1.05000 77.70| 1.10000 81.40 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0199 808-06701 3720.000 LFT | 0.30000 1116.00| 0.36000 1339.20| 0.36000 1339.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0200 808-06713 1545.000 LFT | 0.25000 386.25| 0.16000 247.20| 0.17000 262.65 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0201 808-06714 1098.000 LFT | 0.25000 274.50| 0.16000 175.68| 0.17000 186.66 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 230 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,178,177.11 ROUTE : US 50 CALL ORDER : 230 CONTRACT ID : R -24846-A COUNTIES : JACKSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1618530 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 808-06716 16006.000 LFT | 0.50000 8003.00| 0.39000 6242.34| 0.45000 7202.70 LINE, REMOVE | | | 0203 808-75043 4104.000 LFT | 0.50000 2052.00| 0.42000 1723.68| 0.42000 1723.68 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0204 808-75240 2560.000 LFT | 0.30000 768.00| 0.32000 819.20| 0.36000 921.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0205 808-75245 17704.000 LFT | 0.30000 5311.20| 0.29000 5134.16| 0.30000 5311.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0206 808-75278 223.000 LFT | 1.50000 334.50| 0.90000 200.70| 0.90000 200.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0207 808-75297 1080.000 LFT | 2.75000 2970.00| 2.89000 3121.20| 2.80000 3024.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0208 808-75300 1572.000 LFT | 1.00000 1572.00| 0.38000 597.36| 0.40000 628.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0209 808-75320 90.000 EACH| 59.00000 5310.00| 43.05000 3874.50| 43.00000 3870.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0210 808-75325 56.000 EACH| 59.00000 3304.00| 54.60000 3057.60| 58.00000 3248.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0211 808-92027 660.000 LFT | 1.00000 660.00| 0.57000 376.20| 0.60000 396.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0212 808-95638 730.000 SFT | 0.75000 547.50| 1.58000 1153.40| 1.55000 1131.50 CENTER CURB PAINTING | | | 0213 808-98796 44.000 LFT | 2.25000 99.00| 1.05000 46.20| 1.05000 46.20 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0214 621-01004 2.000 EACH| 725.00000 1450.00| 693.00000 1386.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 4,693,563.38| $ 5,283,786.12| $ 5,602,033.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,693,563.38| $ 5,283,786.12| $ 5,602,033.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 232 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,017,286.43 ROUTE : I-65 CALL ORDER : 232 CONTRACT ID : R -24847-B COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0651161 0651161 0651161 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,039,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 101600.00000 101600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0004 202-60820 205943.000 m2 | 0.48000 98852.64| | SURFACE MILLING, ASPHALT | | | 0005 202-60822 810.000 m2 | 3.50000 2835.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 203-02000 703.000 m3 | 28.00000 19684.00| | EXCAVATION, COMMON | | | 0007 303-52308 761.000 Mg | 22.00000 16742.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 401-05456 16237.000 Mg | 56.00000 909272.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05474 3303.000 Mg | 35.00000 115605.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05481 830.000 Mg | 65.00000 53950.00| | HMA BASE 25.0 mm, SHOULDER | | | 0011 406-05520 61.000 Mg | 185.00000 11285.00| | ASPHALT FOR TACK COAT | | | 0012 722-51401 77.600 m2 | 575.00000 44620.00| | BRIDGE DECK PATCHING, FULL DEPTH W/ | | | RAPID SET CEMENT | | | 0013 722-51852 1157.000 m2 | 185.00000 214045.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH W/ | | | RAPID SET CEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 232 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,017,286.43 ROUTE : I-65 CALL ORDER : 232 CONTRACT ID : R -24847-B COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 722-51874 319.800 m2 | 575.00000 183885.00| | OVERLAY DAM W/ RAPID SET CEMENT | | | 0015 801-06208 2562.000 m | 3.25000 8326.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0016 801-06640 60.000 EACH| 75.00000 4500.00| | CONSTRUCTION SIGN, A | | | 0017 801-06645 20.000 EACH| 35.00000 700.00| | CONSTRUCTION SIGN, B | | | 0018 801-06710 198.000 DAY | 18.00000 3564.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 70901.35000 70901.35| | MAINTAINING TRAFFIC | | | 0020 805-05406 3.000 EACH| 20295.38000 60886.14| | DATA COLLECTION SITE , 4 LANE | | | 0021 808-01329 4.000 EACH| 63.00000 252.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0022 808-03002 86.000 m | 6.25000 537.50| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0023 808-03631 345.000 m | 6.25000 2156.25| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0024 808-03632 345.000 m | 6.25000 2156.25| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0025 808-06702 6508.000 m | 1.03000 6703.24| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0026 808-06703 27564.000 m | 0.81000 22326.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0027 808-06705 1439.000 m | 1.76000 2532.64| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0028 808-06706 19.000 m | 11.03000 209.57| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0029 808-75245 27564.000 m | 0.81000 22326.84| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0030 808-75260 30.000 m | 5.51000 165.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 232 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,017,286.43 ROUTE : I-65 CALL ORDER : 232 CONTRACT ID : R -24847-B COUNTIES : CLARK LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75272 203.000 m | 9.98000 2025.94| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0032 808-75996 1420.000 EACH| 4.50000 6390.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 1420.000 EACH| 24.20000 34364.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,039,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,039,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 233,698.91 ROUTE : SP RD CALL ORDER : 240 CONTRACT ID : R -24855-A COUNTIES : MIAMI WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0674205 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES $ 222,728.87 100.0000% 2 35-1505753 GAUNT & SON ASPHALT $ 227,881.64 102.3134% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1505753 | |JOHNSON, S.E. COMPANIES |GAUNT & SON ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-01925 5.000 MOS | 500.00000 2500.00| 1200.00000 6000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 3400.00000 3400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 5765.00000 5765.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 4300.00000 4300.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 69.000 m | 16.00000 1104.00| 12.44000 858.36| GUARDRAIL, REMOVE | | | 0006 202-04089 4.000 EACH| 30.00000 120.00| 62.22000 248.88| SHEET SIGN, REMOVE | | | 0007 202-60820 3115.000 m2 | 2.00000 6230.00| 2.68000 8348.20| SURFACE MILLING, ASPHALT | | | 0008 203-02080 0.400 km | 50000.00000 20000.00| 58480.00000 23392.00| LINEAR GRADING | | | 0009 205-02224 1118.000 m | 5.60000 6260.80| 6.35000 7099.30| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 211-02060 39.000 m3 | 20.00000 780.00| 30.70000 1197.30| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 962.000 Mg | 14.00000 13468.00| 14.95000 14381.90| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 492.000 Mg | 41.00000 20172.00| 48.40000 23812.80| HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05477 907.000 Mg | 53.00000 48071.00| 43.25000 39227.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 405-05517 31.000 Mg | 75.00000 2325.00| 285.00000 8835.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 233,698.91 ROUTE : SP RD CALL ORDER : 240 CONTRACT ID : R -24855-A COUNTIES : MIAMI WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1505753 | |JOHNSON, S.E. COMPANIES |GAUNT & SON ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 23.000 Mg | 75.00000 1725.00| 175.00000 4025.00| ASPHALT FOR TACK COAT | | | 0016 601-06037 2.000 EACH| 800.00000 1600.00| 765.00000 1530.00| GUARDRAIL END TREATMENT, I | | | 0017 601-99105 350.000 m | 77.00000 26950.00| 50.90000 17815.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99132 2.000 EACH| 100.00000 200.00| 125.00000 250.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0019 610-05527 132.000 Mg | 57.00000 7524.00| 52.00000 6864.00| HMA FOR APPROACHES | | | 0020 616-02305 79.000 m3 | 175.00000 13825.00| 170.00000 13430.00| GABIONS | | | 0021 616-02320 84.000 m2 | 5.00000 420.00| 5.15000 432.60| GEOTEXTILES | | | 0022 621-01004 3.000 EACH| 300.00000 900.00| 340.00000 1020.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 5303.000 m2 | 0.44000 2333.32| 0.50000 2651.50| MULCHED SEEDING, R | | | 0024 621-06570 796.000 m3 | 8.00000 6368.00| 28.25000 22487.00| TOP SOIL | | | 0025 621-06575 265.000 m2 | 8.25000 2186.25| 9.35000 2477.75| SODDING, NURSERY | | | 0026 715-05119 4.000 m | 200.00000 800.00| 81.00000 324.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-05121 13.000 m | 210.00000 2730.00| 85.00000 1105.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0028 715-46005 1.000 EACH| 500.00000 500.00| 215.00000 215.00| PIPE END SECTION, 375 mm | | | 0029 715-46010 2.000 EACH| 525.00000 1050.00| 230.00000 460.00| PIPE END SECTION, 450 mm | | | 0030 801-06203 135.000 m | 0.70000 94.50| 5.10000 688.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06775 LUMP| 5000.00000 5000.00| 1700.00000 1700.00| MAINTAINING TRAFFIC | | | 0032 802-05701 27.000 m | 31.00000 837.00| 46.40000 1252.80| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76025 4.000 m2 | 170.00000 680.00| 198.00000 792.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 233,698.91 ROUTE : SP RD CALL ORDER : 240 CONTRACT ID : R -24855-A COUNTIES : MIAMI WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1505753 | |JOHNSON, S.E. COMPANIES |GAUNT & SON ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06711 122.000 m | 0.75000 91.50| 1.15000 140.30| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0035 808-06713 364.000 m | 0.75000 273.00| 1.15000 418.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0036 808-06714 814.000 m | 0.75000 610.50| 1.15000 936.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 222,728.87| $ 227,881.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,728.87| $ 227,881.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 258,346.08 ROUTE : PARK ROAD CALL ORDER : 250 CONTRACT ID : R -24858-A COUNTIES : NOBLE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6746201 6746201 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 181,078.70 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 181,848.42 100.4250% 3 35-1065659 BROOKS CONSTRUCTION $ 192,004.19 106.0335% ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION AND WEDGE AND LEVEL | | | 0001 105-01925 4.000 MOS | 1100.00000 4400.00| 2200.00000 8800.00| 1000.00000 4000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6900.00000 6900.00| 5500.00000 5500.00| 7800.00000 7800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8750.00000 8750.00| 9000.00000 9000.00| 9600.00000 9600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9050.00000 9050.00| 7500.00000 7500.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 1280.000 m3 | 9.25000 11840.00| 15.50000 19840.00| 14.00000 17920.00 EXCAVATION, COMMON | | | 0006 203-02080 1.820 km | 2750.00000 5005.00| 3100.00000 5642.00| 9100.00000 16562.00 LINEAR GRADING | | | 0007 205-02224 1242.000 m | 6.00000 7452.00| 5.40000 6706.80| 5.40000 6706.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 10.000 m | 126.00000 1260.00| 50.00000 500.00| 58.00000 580.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 303-52308 592.000 Mg | 14.10000 8347.20| 16.00000 9472.00| 15.00000 8880.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 402-05468 178.000 Mg | 46.00000 8188.00| 36.00000 6408.00| 45.00000 8010.00 HMA BASE 25.0 mm, MAINLINE | | | 0011 402-05477 94.000 Mg | 64.00000 6016.00| 39.00000 3666.00| 53.00000 4982.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 535.000 Mg | 38.00000 20330.00| 45.00000 24075.00| 55.00000 29425.00 HMA WEDGE AND LEVEL | | | 0013 405-05517 35.000 Mg | 350.00000 12250.00| 245.00000 8575.00| 1.00000 35.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 258,346.08 ROUTE : PARK ROAD CALL ORDER : 250 CONTRACT ID : R -24858-A COUNTIES : NOBLE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 34.120 Mg | 240.00000 8188.80| 145.00000 4947.40| 1.00000 34.12 ASPHALT FOR TACK COAT | | | 0015 610-05527 680.000 Mg | 41.00000 27880.00| 42.00000 28560.00| 50.00000 34000.00 HMA FOR APPROACHES | | | 0016 611-05330 58.000 m2 | 53.00000 3074.00| 56.00000 3248.00| 50.00000 2900.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0017 615-06496 42.000 EACH| 39.00000 1638.00| 32.00000 1344.00| 31.55000 1325.10 PARKING BARRIER | | | 0018 616-02320 30.000 m2 | 4.70000 141.00| 2.65000 79.50| 8.00000 240.00 GEOTEXTILES | | | 0019 616-06406 24.300 m2 | 33.00000 801.90| 32.00000 777.60| 36.00000 874.80 RIPRAP, REVETMENT | | | 0020 621-01004 4.000 EACH| 845.00000 3380.00| 750.00000 3000.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 5087.000 m2 | 0.60000 3052.20| 0.56000 2848.72| 0.56000 2848.72 MULCHED SEEDING, R | | | 0022 621-06570 745.000 m3 | 16.00000 11920.00| 10.00000 7450.00| 0.05000 37.25 TOP SOIL | | | 0023 621-06575 722.000 m2 | 5.30000 3826.60| 4.70000 3393.40| 4.70000 3393.40 SODDING, NURSERY | | | 0024 801-06203 280.000 m | 1.60000 448.00| 1.00000 280.00| 3.00000 840.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06775 LUMP| 6450.00000 6450.00| 10000.00000 10000.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0026 802-05701 9.000 m | 35.00000 315.00| 15.00000 135.00| 40.00000 360.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0027 802-76025 1.000 m2 | 175.00000 175.00| 100.00000 100.00| 150.00000 150.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 181,078.70| $ 181,848.42| $ 192,004.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,078.70| $ 181,848.42| $ 192,004.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,043.57 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24859-A COUNTIES : ST. JOSEPH LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C413 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 102,740.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 110,258.20 107.3171% 3 35-1120685 WALSH & KELLY, INC. $ 120,878.45 117.6541% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06790 2.000 MOS | 1000.00000 2000.00| 1000.00000 2000.00| 1200.00000 2400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 6763.49000 6763.49| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 5513.00000 5513.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 326.000 m3 | 16.00000 5216.00| 30.00000 9780.00| 38.00000 12388.00 EXCAVATION, COMMON | | | 0006 203-02080 0.110 km | 35000.00000 3850.00| 29000.00000 3190.00| 14000.00000 1540.00 LINEAR GRADING | | | 0007 205-02224 627.000 m | 3.50000 2194.50| 5.25000 3291.75| 5.25000 3291.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 211-02060 8.000 m3 | 15.00000 120.00| 6.00000 48.00| 20.00000 160.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 1189.000 Mg | 16.00000 19024.00| 14.00000 16646.00| 20.00000 23780.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 405-05517 17.000 Mg | 1.00000 17.00| 1.00000 17.00| 200.00000 3400.00 ASPHALT FOR PRIME COAT | | | 0011 406-05520 16.000 Mg | 1.00000 16.00| 1.00000 16.00| 120.00000 1920.00 ASPHALT FOR TACK COAT | | | 0012 601-06035 5.000 m | 90.00000 450.00| 90.00000 450.00| 90.00000 450.00 GUARDRAIL, RESET | | | 0013 603-01947 2.000 EACH| 500.00000 1000.00| 1875.00000 3750.00| 1875.00000 3750.00 GATE BARRICADE | | | 0014 610-05527 760.000 Mg | 50.00000 38000.00| 45.00000 34200.00| 36.00000 27360.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,043.57 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24859-A COUNTIES : ST. JOSEPH LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 611-05330 131.500 m2 | 35.00000 4602.50| 43.00000 5654.50| 33.00000 4339.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0016 615-06496 62.000 EACH| 35.00000 2170.00| 31.00000 1922.00| 41.32000 2561.84 PARKING BARRIER | | | 0017 615-06496 9.000 EACH| 95.00000 855.00| 95.00000 855.00| 95.00000 855.00 PARKING BARRIER , WOOD POST | | | 0018 621-01004 3.000 EACH| 225.00000 675.00| 675.00000 2025.00| 675.00000 2025.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1217.000 m2 | 0.50000 608.50| 0.88000 1070.96| 0.88000 1070.96 MULCHED SEEDING, R | | | 0020 621-06570 290.000 m3 | 1.50000 435.00| 0.05000 14.50| 40.00000 11600.00 TOP SOIL | | | 0021 621-06575 682.000 m2 | 3.50000 2387.00| 4.50000 3069.00| 4.50000 3069.00 SODDING, NURSERY | | | 0022 715-05118 14.000 m | 90.00000 1260.00| 53.00000 742.00| 60.00000 840.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0023 715-46000 2.000 EACH| 220.00000 440.00| 115.00000 230.00| 330.00000 660.00 PIPE END SECTION, 300 mm | | | 0024 801-06775 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0025 802-05701 9.000 m | 30.00000 270.00| 40.00000 360.00| 29.60000 266.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0026 802-76025 1.000 m2 | 150.00000 150.00| 150.00000 150.00| 151.00000 151.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 102,740.50| $ 110,258.20| $ 120,878.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 102,740.50| $ 110,258.20| $ 120,878.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/24/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : FO24003 F024003 F024003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 4,874,554.63 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 5,128,294.73 105.2054% 3 35-1212938 ATLAS EXCAVATING, INC. $ 5,334,598.54 109.4376% 4 35-1057237 MCCOY, R.L., INC. $ 5,362,097.25 110.0017% ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4272670 |(3) 35-1212938 |PRIMCO, INC. |JOHNSON, S.E. COMPANIES |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 16.000 MOS | 1376.34000 22021.44| 1850.00000 29600.00| 775.00000 12400.00 FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 48811.12000 48811.12| 29920.00000 29920.00| 85000.00000 85000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 243727.73000 243727.73| 200000.00000 200000.00| 270000.00000 270000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 97491.09000 97491.09| 70000.00000 70000.00| 95000.00000 95000.00 CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 26182.00000 26182.00| 12000.00000 12000.00| 3200.00000 3200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15/40 | | | 0007 202-03000 LUMP| 24305.00000 24305.00| 9500.00000 9500.00| 3200.00000 3200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0008 202-03000 LUMP| 28139.72000 28139.72| 9500.00000 9500.00| 3200.00000 3200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0009 203-02000 20602.000 m3 | 5.00000 103010.00| 4.50000 92709.00| 5.90000 121551.80 EXCAVATION, COMMON | | | 0010 203-02070 74914.000 m3 | 5.00000 374570.00| 5.00000 374570.00| 9.20000 689208.80 BORROW | | | 0011 204-02290 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 1200.00000 4800.00 SETTLEMENT PLATE | | | 0012 205-02224 766.000 m | 5.40000 4136.40| 5.40000 4136.40| 6.10000 4672.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4272670 |(3) 35-1212938 |PRIMCO, INC. |JOHNSON, S.E. COMPANIES |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02227 40.000 m | 40.00000 1600.00| 40.00000 1600.00| 24.00000 960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0014 205-02231 186.000 m | 40.00000 7440.00| 40.00000 7440.00| 80.00000 14880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 14.000 m3 | 35.00000 490.00| 35.00000 490.00| 50.00000 700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02234 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 85.00000 425.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51230 205.000 m3 | 64.50000 13222.50| 33.00000 6765.00| 35.00000 7175.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 211-02060 55037.000 m3 | 20.50000 1128258.50| 18.05000 993417.85| 18.50000 1018184.50 B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 114.000 m3 | 65.00000 7410.00| 50.00000 5700.00| 55.00000 6270.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 213-52830 10.000 m3 | 155.00000 1550.00| 340.00000 3400.00| 160.00000 1600.00 FLOWABLE MORTAR | | | 0021 303-04075 2.600 Mg | 164.00000 426.40| 50.00000 130.00| 85.00000 221.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 602-06729 48.000 EACH| 7.90000 379.20| 10.00000 480.00| 6.60000 316.80 BARRIER DELINEATOR | | | 0023 603-06040 163.500 m | 33.00000 5395.50| 33.00000 5395.50| 35.00000 5722.50 FENCE, FARM FIELD, 1190 mm | | | 0024 605-06210 48.500 m | 300.00000 14550.00| 330.00000 16005.00| 210.00000 10185.00 CENTER CURB, C, CONCRETE , MODIFIED | | | 0025 615-99189 2.000 EACH| 860.00000 1720.00| 2000.00000 4000.00| 1600.00000 3200.00 PLAQUE, ALUMINUM | | | 0026 616-02320 4994.000 m2 | 1.23000 6142.62| 1.23000 6142.62| 4.50000 22473.00 GEOTEXTILES | | | 0027 616-05688 106.000 Mg | 24.00000 2544.00| 24.00000 2544.00| 34.00000 3604.00 RIPRAP, CLASS 1 | | | 0028 616-06405 3048.000 Mg | 20.35000 62026.80| 20.35000 62026.80| 11.50000 35052.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 1000.00000 2000.00| 800.00000 1600.00| 840.00000 1680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 2.500 Mg | 770.00000 1925.00| 770.00000 1925.00| 800.00000 2000.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4272670 |(3) 35-1212938 |PRIMCO, INC. |JOHNSON, S.E. COMPANIES |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-06554 97.000 kg | 12.75000 1236.75| 12.75000 1236.75| 13.25000 1285.25 SEED MIXTURE, U | | | 0032 621-06555 393.000 kg | 8.98000 3529.14| 8.98000 3529.14| 9.40000 3694.20 SEED MIXTURE, P | | | 0033 621-06565 2.700 Mg | 463.00000 1250.10| 463.00000 1250.10| 485.00000 1309.50 MULCHING MATERIAL | | | 0034 621-06567 27.600 kL | 0.60000 16.56| 0.60000 16.56| 0.65000 17.94 WATER | | | 0035 621-06574 1052.000 m2 | 4.15000 4365.80| 4.15000 4365.80| 4.30000 4523.60 SODDING | | | 0036 621-06575 480.000 m2 | 4.15000 1992.00| 4.15000 1992.00| 4.30000 2064.00 SODDING, NURSERY | | | 0038 701-04732 1869.000 m | 105.00000 196245.00| 175.00000 327075.00| 130.00000 242970.00 PILE ,CONC, STEEL SHELL ENCASED,12.7MM, | | | 356MM | | | 0039 702-51005 619.900 m3 | 350.00000 216965.00| 540.00000 334746.00| 300.00000 185970.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51863 156.000 EACH| 8.65000 1349.40| 57.00000 8892.00| 15.00000 2340.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 27337.000 kg | 1.16000 31710.92| 1.15000 31437.55| 1.15000 31437.55 REINFORCING STEEL | | | 0042 703-51032 148534.000 kg | 1.28000 190123.52| 1.24000 184182.16| 1.25000 185667.50 REINFORCING STEEL, EPOXY COATED | | | 0043 703-97703 687.000 EACH| 12.50000 8587.50| 12.00000 8244.00| 15.00000 10305.00 THREADED BAR SPLICE, EPOXY COATED | | | 0044 704-51002 699.500 m3 | 495.00000 346252.50| 605.00000 423197.50| 380.00000 265810.00 CONCRETE, C, SUPERSTRUCTURE WITH | | | MICROSILICA | | | 0046 706-05732 5.000 EACH| 975.00000 4875.00| 1400.00000 7000.00| 1100.00000 5500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 62.000 m3 | 550.00000 34100.00| 445.00000 27590.00| 280.00000 17360.00 CONCRETE, C, RAILING | | | 0048 707-06404 613.200 m | 335.00000 205422.00| 364.00000 223204.80| 530.00000 324996.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372 MM X 1066 MM | | | 0049 709-51821 LUMP| 3710.52000 3710.52| 6360.00000 6360.00| 10000.00000 10000.00 SURFACE SEAL , STR. NO. 1 | | | 0050 711-51038 LUMP| 315600.00000 315600.00| 310000.00000 310000.00| 545000.00000 545000.00 STRUCTURAL STEEL | | | 0051 715-05019 27.000 m | 175.00000 4725.00| 175.00000 4725.00| 145.00000 3915.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4272670 |(3) 35-1212938 |PRIMCO, INC. |JOHNSON, S.E. COMPANIES |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05119 28.000 m | 83.00000 2324.00| 83.00000 2324.00| 85.00000 2380.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0053 715-05154 472.200 m | 151.00000 71302.20| 151.00000 71302.20| 100.00000 47220.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0054 715-05169 35.000 m | 83.00000 2905.00| 83.00000 2905.00| 85.00000 2975.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05209 31.000 m | 91.00000 2821.00| 91.00000 2821.00| 155.00000 4805.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0056 715-05407 100.000 m | 37.50000 3750.00| 13.00000 1300.00| 21.00000 2100.00 PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46005 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00| 210.00000 840.00 PIPE END SECTION, 375 mm | | | 0058 715-46040 2.000 EACH| 715.00000 1430.00| 715.00000 1430.00| 515.00000 1030.00 PIPE END SECTION, 900 mm | | | 0059 716-94924 24.000 m | 1417.00000 34008.00| 935.00000 22440.00| 1180.00000 28320.00 PIPE, JACKED, STEEL, 13 mm, 900 mm | | | 0060 720-45410 8.000 EACH| 2820.00000 22560.00| 2820.00000 22560.00| 1700.00000 13600.00 MANHOLE, C4 | | | 0061 726-92406 26.000 EACH| 1060.33000 27568.58| 800.00000 20800.00| 875.00000 22750.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0062 731-93945 6005.000 m2 | 91.00000 546455.00| 98.00000 588490.00| 95.00000 570475.00 FACE PANELS, CONCRETE | | | 0063 731-93946 6005.000 m2 | 50.00000 300250.00| 79.00000 474395.00| 55.00000 330275.00 WALL ERECTION | | | 0064 731-93947 819.000 m | 48.50000 39721.50| 31.00000 25389.00| 24.00000 19656.00 LEVELING PAD, CONCRETE | | | 0065 801-04308 1.000 EACH| 350.00000 350.00| 650.00000 650.00| 370.00000 370.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 13.000 EACH| 125.00000 1625.00| 253.00000 3289.00| 135.00000 1755.00 BARRICADE, IIIA | | | 0067 801-06775 LUMP| 3327.70000 3327.70| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0069 709-51821 LUMP| 3274.92000 3274.92| 8808.00000 8808.00| 11000.00000 11000.00 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 4,874,554.63| $ 5,128,294.73| $ 5,334,598.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,874,554.63| $ 5,128,294.73| $ 5,334,598.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 16.000 MOS | 1200.00000 19200.00| | FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 72000.00000 72000.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 275000.00000 275000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 96000.00000 96000.00| | CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 4600.00000 4600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15/40 | | | 0007 202-03000 LUMP| 4600.00000 4600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0008 202-03000 LUMP| 4600.00000 4600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0009 203-02000 20602.000 m3 | 18.00000 370836.00| | EXCAVATION, COMMON | | | 0010 203-02070 74914.000 m3 | 6.00000 449484.00| | BORROW | | | 0011 204-02290 4.000 EACH| 611.00000 2444.00| | SETTLEMENT PLATE | | | 0012 205-02224 766.000 m | 5.40000 4136.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02227 40.000 m | 20.00000 800.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0014 205-02231 186.000 m | 14.00000 2604.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 14.000 m3 | 20.00000 280.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02234 5.000 EACH| 50.00000 250.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51230 205.000 m3 | 80.00000 16400.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02060 55037.000 m3 | 19.00000 1045703.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 114.000 m3 | 28.00000 3192.00| | AGGREGATE FOR END BENT BACKFILL | | | 0020 213-52830 10.000 m3 | 80.00000 800.00| | FLOWABLE MORTAR | | | 0021 303-04075 2.600 Mg | 55.00000 143.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 602-06729 48.000 EACH| 5.00000 240.00| | BARRIER DELINEATOR | | | 0023 603-06040 163.500 m | 33.00000 5395.50| | FENCE, FARM FIELD, 1190 mm | | | 0024 605-06210 48.500 m | 65.00000 3152.50| | CENTER CURB, C, CONCRETE , MODIFIED | | | 0025 615-99189 2.000 EACH| 500.00000 1000.00| | PLAQUE, ALUMINUM | | | 0026 616-02320 4994.000 m2 | 2.00000 9988.00| | GEOTEXTILES | | | 0027 616-05688 106.000 Mg | 31.00000 3286.00| | RIPRAP, CLASS 1 | | | 0028 616-06405 3048.000 Mg | 19.00000 57912.00| | RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 2.500 Mg | 770.00000 1925.00| | FERTILIZER | | | 0031 621-06554 97.000 kg | 12.75000 1236.75| | SEED MIXTURE, U | | | 0032 621-06555 393.000 kg | 8.98000 3529.14| | SEED MIXTURE, P | | | 0033 621-06565 2.700 Mg | 463.00000 1250.10| | MULCHING MATERIAL | | | 0034 621-06567 27.600 kL | 0.60000 16.56| | WATER | | | 0035 621-06574 1052.000 m2 | 4.15000 4365.80| | SODDING | | | 0036 621-06575 480.000 m2 | 4.15000 1992.00| | SODDING, NURSERY | | | 0038 701-04732 1869.000 m | 165.00000 308385.00| | PILE ,CONC, STEEL SHELL ENCASED,12.7MM, | | | 356MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51005 619.900 m3 | 400.00000 247960.00| | CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51863 156.000 EACH| 9.00000 1404.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 27337.000 kg | 1.10000 30070.70| | REINFORCING STEEL | | | 0042 703-51032 148534.000 kg | 1.20000 178240.80| | REINFORCING STEEL, EPOXY COATED | | | 0043 703-97703 687.000 EACH| 9.00000 6183.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0044 704-51002 699.500 m3 | 400.00000 279800.00| | CONCRETE, C, SUPERSTRUCTURE WITH | | | MICROSILICA | | | 0046 706-05732 5.000 EACH| 1300.00000 6500.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 62.000 m3 | 450.00000 27900.00| | CONCRETE, C, RAILING | | | 0048 707-06404 613.200 m | 375.00000 229950.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372 MM X 1066 MM | | | 0049 709-51821 LUMP| 6500.00000 6500.00| | SURFACE SEAL , STR. NO. 1 | | | 0050 711-51038 LUMP| 398000.00000 398000.00| | STRUCTURAL STEEL | | | 0051 715-05019 27.000 m | 252.00000 6804.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0052 715-05119 28.000 m | 128.00000 3584.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0053 715-05154 472.200 m | 280.00000 132216.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0054 715-05169 35.000 m | 108.00000 3780.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05209 31.000 m | 116.00000 3596.00| | PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0056 715-05407 100.000 m | 35.00000 3500.00| | PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46005 4.000 EACH| 205.00000 820.00| | PIPE END SECTION, 375 mm | | | 0058 715-46040 2.000 EACH| 840.00000 1680.00| | PIPE END SECTION, 900 mm | | | 0059 716-94924 24.000 m | 1200.00000 28800.00| | PIPE, JACKED, STEEL, 13 mm, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,710,699.15 ROUTE : F024 CALL ORDER : 270 CONTRACT ID : R -24861-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45410 8.000 EACH| 3200.00000 25600.00| | MANHOLE, C4 | | | 0061 726-92406 26.000 EACH| 1300.00000 33800.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0062 731-93945 6005.000 m2 | 100.00000 600500.00| | FACE PANELS, CONCRETE | | | 0063 731-93946 6005.000 m2 | 45.00000 270225.00| | WALL ERECTION | | | 0064 731-93947 819.000 m | 42.00000 34398.00| | LEVELING PAD, CONCRETE | | | 0065 801-04308 1.000 EACH| 650.00000 650.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 13.000 EACH| 253.00000 3289.00| | BARRICADE, IIIA | | | 0067 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0069 709-51821 LUMP| 8000.00000 8000.00| | SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 5,362,097.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,362,097.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/22/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5343009 5343010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 899,437.29 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. IRREGULAR $ 905,560.90 100.6808% 3 35-1065659 BROOKS CONSTRUCTION $ 959,000.00 106.6222% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06790 6.000 MOS | 1120.00000 6720.00| 1245.00000 7470.00| 1400.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 25650.00000 25650.00| 48501.86000 48501.86 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45150.00000 45150.00| 47000.00000 47000.00| 47950.00000 47950.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31600.00000 31600.00| 18500.00000 18500.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 2295.000 m2 | 3.90000 8950.50| 3.00000 6885.00| 3.00000 6885.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 1294.000 m3 | 18.00000 23292.00| 14.50000 18763.00| 30.00000 38820.00 EXCAVATION, COMMON | | | 0007 203-02070 1043.000 m3 | 12.00000 12516.00| 16.00000 16688.00| 10.50000 10951.50 BORROW | | | 0008 211-02060 1207.000 m3 | 9.25000 11164.75| 9.00000 10863.00| 10.50000 12673.50 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 457.000 Mg | 26.00000 11882.00| 14.50000 6626.50| 17.00000 7769.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 305-05204 500.000 Mg | 137.00000 68500.00| 99.00000 49500.00| 46.00000 23000.00 HMA FOR PATCHING | | | 0011 401-05437 522.000 Mg | 45.00000 23490.00| 45.00000 23490.00| 48.00000 25056.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0012 401-05455 1341.000 Mg | 35.00000 46935.00| 43.00000 57663.00| 35.00000 46935.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 668.000 Mg | 44.25000 29559.00| 46.00000 30728.00| 44.00000 29392.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05470 429.000 Mg | 43.50000 18661.50| 47.00000 20163.00| 49.00000 21021.00 HMA BASE C25.0 mm, MAINLINE | | | 0015 402-05481 31.000 Mg | 45.00000 1395.00| 47.00000 1457.00| 63.00000 1953.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05495 1517.000 Mg | 35.00000 53095.00| 43.00000 65231.00| 47.00000 71299.00 HMA WEDGE AND LEVEL | | | 0017 404-05511 86.000 m2 | 6.00000 516.00| 8.00000 688.00| 6.40000 550.40 SEAL COAT, 2 | | | 0018 406-05520 8.100 Mg | 201.00000 1628.10| 250.00000 2025.00| 185.00000 1498.50 ASPHALT FOR TACK COAT | | | 0019 604-06069 236.400 m2 | 37.80000 8935.92| 48.00000 11347.20| 45.00000 10638.00 CURB RAMP, CONCRETE | | | 0020 604-06070 577.000 m2 | 31.50000 18175.50| 29.00000 16733.00| 30.00000 17310.00 SIDEWALK, CONCRETE | | | 0021 605-06120 276.000 m | 73.00000 20148.00| 65.00000 17940.00| 60.00000 16560.00 CURB, CONCRETE | | | 0022 605-06140 760.000 m | 39.80000 30248.00| 27.00000 20520.00| 30.00000 22800.00 CURB AND GUTTER, CONCRETE | | | 0023 610-05527 722.000 Mg | 58.50000 42237.00| 65.00000 46930.00| 48.00000 34656.00 HMA FOR APPROACHES | | | 0024 611-05330 1118.000 m2 | 38.00000 42484.00| 49.00000 54782.00| 39.00000 43602.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 611-06497 4.000 EACH| 175.00000 700.00| 155.00000 620.00| 141.50000 566.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06505 4.000 EACH| 575.00000 2300.00| 410.00000 1640.00| 215.00000 860.00 MONUMENT, B | | | 0027 621-06567 22.700 kL | 5.00000 113.50| 5.00000 113.50| 5.00000 113.50 WATER | | | 0028 621-06574 1242.000 m2 | 4.70000 5837.40| 5.50000 6831.00| 4.70000 5837.40 SODDING | | | 0030 715-05048 702.000 m | 19.00000 13338.00| 27.00000 18954.00| 17.00000 11934.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0031 715-05151 440.000 m | 131.00000 57640.00| 140.00000 61600.00| 119.00000 52360.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0032 715-05152 128.000 m | 86.00000 11008.00| 145.00000 18560.00| 117.00000 14976.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0034 718-52610 131.400 m3 | 30.00000 3942.00| 36.00000 4730.40| 45.00000 5913.00 AGGREGATE FOR UNDERDRAINS | | | 0035 718-99153 1987.000 m2 | 0.75000 1490.25| 1.30000 2583.10| 5.00000 9935.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-45045 9.000 EACH| 1725.00000 15525.00| 1300.00000 11700.00| 1400.00000 12600.00 INLET, J10 | | | 0037 720-45055 6.000 EACH| 1725.00000 10350.00| 1300.00000 7800.00| 1550.00000 9300.00 INLET, M10 | | | 0038 720-45410 11.000 EACH| 1800.00000 19800.00| 1200.00000 13200.00| 1600.00000 17600.00 MANHOLE, C4 | | | 0039 720-94612 3.000 EACH| 2130.00000 6390.00| 2850.00000 8550.00| 3500.00000 10500.00 MANHOLE, K4 | | | 0041 720-98174 2.000 EACH| 2100.00000 4200.00| 1650.00000 3300.00| 1950.00000 3900.00 INLET, B15 | | | 0042 720-98555 1.000 EACH| 2100.00000 2100.00| 1650.00000 1650.00| 1950.00000 1950.00 INLET, C15 | | | 0043 732-91742 3.000 EACH| 800.00000 2400.00| 1100.00000 3300.00| 2000.00000 6000.00 FIRE HYDRANT , RESET | | | 0044 801-06203 2400.000 m | 0.52000 1248.00| 0.57000 1368.00| 0.55000 1320.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 1875.000 m | 2.95000 5531.25| 3.50000 6562.50| 2.95000 5531.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06606 12.000 EACH| 189.00000 2268.00| 220.00000 2640.00| 189.00000 2268.00 BARRICADE, IIIB | | | 0047 801-06640 20.000 EACH| 106.00000 2120.00| 125.00000 2500.00| 106.00000 2120.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 10.00000 100.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 11215.00000 11215.00| 29500.00000 29500.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0050 801-96497 8.000 m | 18.85000 150.80| 19.00000 152.00| 10.00000 80.00 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 600 mm | | | 0051 802-03896 3.000 EACH| 675.00000 2025.00| 535.00000 1605.00| 350.00000 1050.00 BOLLARD , STEEL | | | 0052 802-76025 5.800 m2 | 140.00000 812.00| 155.00000 899.00| 145.00000 841.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0053 802-76035 3.270 m2 | 160.00000 523.20| 185.00000 604.95| 150.00000 490.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0054 802-76045 3.640 m2 | 325.00000 1183.00| 345.00000 1255.80| 155.00000 564.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-76055 92.500 m | 12.50000 1156.25| 13.50000 1248.75| 8.40000 777.00 SIGN POST, A | | | 0056 805-01815 4.000 EACH| 1750.00000 7000.00| 2000.00000 8000.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0057 805-01822 4.000 EACH| 1300.00000 5200.00| 1500.00000 6000.00| 1750.00000 7000.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0058 805-01836 420.000 m | 3.10000 1302.00| 3.40000 1428.00| 3.00000 1260.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0059 805-01842 6.000 EACH| 760.00000 4560.00| 860.00000 5160.00| 600.00000 3600.00 HANDHOLE, SIGNAL | | | 0060 805-02087 LUMP| 75.00000 75.00| 80.00000 80.00| 380.00000 380.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0061 805-05695 277.000 m | 11.30000 3130.10| 13.00000 3601.00| 12.50000 3462.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0062 805-06592 536.000 m | 27.35000 14659.60| 32.00000 17152.00| 33.00000 17688.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 8430.00000 8430.00| 10000.00000 10000.00| 7800.00000 7800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE , TS-2 TYPE 1 CABINET, TS-2 TYPE | | | 2 CONTROLLER | | | 0064 805-78205 4.000 EACH| 445.00000 1780.00| 525.00000 2100.00| 450.00000 1800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78215 1.000 EACH| 465.00000 465.00| 550.00000 550.00| 460.00000 460.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0066 805-78230 4.000 EACH| 730.00000 2920.00| 860.00000 3440.00| 620.00000 2480.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0067 805-78420 4.000 EACH| 200.00000 800.00| 235.00000 940.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 535.00000 535.00| 635.00000 635.00| 400.00000 400.00 SIGNAL SERVICE | | | 0069 805-78467 15.000 m | 5.25000 78.75| 6.00000 90.00| 5.00000 75.00 SIGNAL CABLE, 3C 8GA. | | | 0070 805-78470 793.000 m | 0.45000 356.85| 0.50000 396.50| 1.00000 793.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78485 50.000 m | 3.50000 175.00| 3.75000 187.50| 3.00000 150.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-78490 225.000 m | 4.10000 922.50| 4.00000 900.00| 4.00000 900.00 SIGNAL CABLE, 7C 14GA. | | | 0073 805-78785 8.000 EACH| 495.00000 3960.00| 550.00000 4400.00| 350.00000 2800.00 SIGNAL DETECTOR HOUSING | | | 0074 805-78795 232.000 m | 27.00000 6264.00| 28.00000 6496.00| 33.00000 7656.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0075 805-78925 1.000 EACH| 660.00000 660.00| 725.00000 725.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0076 805-81032 4.000 EACH| 2400.00000 9600.00| 2855.00000 11420.00| 2850.00000 11400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0077 805-86848 300.000 m | 11.30000 3390.00| 12.50000 3750.00| 12.50000 3750.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0078 805-92504 8.000 EACH| 225.00000 1800.00| 245.00000 1960.00| 300.00000 2400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0079 807-02191 2.000 EACH| 760.00000 1520.00| 835.00000 1670.00| 500.00000 1000.00 HANDHOLE, LIGHTING | | | 0080 807-04653 11.000 EACH| 495.00000 5445.00| 545.00000 5995.00| 520.00000 5720.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 765 mm X 765 mm X 1.2 m | | | 0081 808-04298 3.000 EACH| 350.00000 1050.00| 380.00000 1140.00| 225.00000 675.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0082 808-05929 21.600 m | 4.39000 94.82| 5.00000 108.00| 2.65000 57.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0083 808-06703 211.000 m | 1.90000 400.90| 2.00000 422.00| 1.10000 232.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-06713 342.000 m | 0.84000 287.28| 0.90000 307.80| 0.65000 222.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-75240 113.000 m | 1.90000 214.70| 2.10000 237.30| 1.10000 124.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0086 808-75245 1057.000 m | 1.90000 2008.30| 2.10000 2219.70| 1.10000 1162.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 808-75278 248.000 m | 3.79000 939.92| 4.00000 992.00| 8.00000 1984.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0088 808-75297 90.500 m | 5.30000 479.65| 5.80000 524.90| 8.00000 724.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,320.74 ROUTE : SR 13 CALL ORDER : 280 CONTRACT ID : R -24944-A COUNTIES : KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75320 10.000 EACH| 63.00000 630.00| 70.00000 700.00| 46.50000 465.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0090 808-75325 9.000 EACH| 96.00000 864.00| 105.00000 945.00| 67.25000 605.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0092 715-05156 20.500 m | 258.00000 5289.00| 265.00000 5432.50| 230.00000 4715.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0093 720-03194 1.000 EACH| 1725.00000 1725.00| 3000.00000 3000.00| 2400.00000 2400.00 MANHOLE , J, WITH BEEHIVE CASTING | | | 0094 202-78515 LUMP| 2050.00000 2050.00| 1245.00000 1245.00| 1750.00000 1750.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0095 715-05159 225.000 m | 185.00000 41625.00| 0.00000 0.00| 210.00000 47250.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | SECTION TOTALS | $ 899,437.29| $ 905,560.90| $ 959,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 899,437.29| $ 905,560.90| $ 959,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,333.44 ROUTE : CALL ORDER : 290 CONTRACT ID : R -24945-A COUNTIES : FRANKLIN LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C311 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 317,267.45 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 325,880.58 102.7147% 3 35-0844079 ROHE, PAUL H. COMPANY $ 351,837.61 110.8962% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |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 303-52308 2425.000 Mg | 17.25000 41831.25| 20.25000 49106.25| 24.72000 59946.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0003 401-05456 4242.000 Mg | 41.00000 173922.00| 42.90000 181981.80| 43.99000 186605.58 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0004 406-05521 42096.000 m2 | 0.15000 6314.40| 0.06000 2525.76| 0.10000 4209.60 ASPHALT FOR TACK COAT | | | 0005 808-06723 36.000 EACH| 70.00000 2520.00| 30.00000 1080.00| 26.00000 936.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0008 808-97222 16.000 EACH| 50.00000 800.00| 40.00000 640.00| 35.00000 560.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0009 110-01001 LUMP| 10000.00000 10000.00| 16250.00000 16250.00| 2859.30000 2859.30 MOBILIZATION AND DEMOBILIZATION | | | 0010 808-06713 6862.000 m | 0.20000 1372.40| 0.13000 892.06| 0.13000 892.06 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0011 808-06714 6862.000 m | 0.20000 1372.40| 0.13000 892.06| 0.13000 892.06 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0012 305-05204 833.000 Mg | 95.00000 79135.00| 87.05000 72512.65| 113.97000 94937.01 HMA FOR PATCHING | | | SECTION TOTALS | $ 317,267.45| $ 325,880.58| $ 351,837.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,267.45| $ 325,880.58| $ 351,837.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B107012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,142,438.76 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,185,628.35 102.0159% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,393,661.49 111.7260% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 2,452,464.97 114.4707% 5 35-1212938 ATLAS EXCAVATING, INC. $ 2,517,600.50 117.5109% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 15.000 MOS | 2100.00000 31500.00| 1900.00000 28500.00| 2867.20000 43008.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 54000.00000 54000.00| 46000.00000 46000.00| 55472.02000 55472.02 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 94500.00000 94500.00| 110000.00000 110000.00| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 87000.00000 87000.00| 48000.00000 48000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1240.000 m2 | 7.00000 8680.00| 7.40000 9176.00| 9.00000 11160.00 PAVEMENT, REMOVE | | | 0006 202-02273 45.000 m2 | 40.00000 1800.00| 42.00000 1890.00| 42.10000 1894.50 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02279 245.000 m | 19.00000 4655.00| 20.00000 4900.00| 20.00000 4900.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 191.000 m2 | 11.00000 2101.00| 12.00000 2292.00| 11.58000 2211.78 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 3046.000 m2 | 3.25000 9899.50| 2.60000 7919.60| 2.78000 8467.88 SURFACE MILLING, ASPHALT | | | 0010 202-74045 2.000 EACH| 75.00000 150.00| 79.00000 158.00| 78.95000 157.90 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91385 10.000 EACH| 400.00000 4000.00| 420.00000 4200.00| 421.04000 4210.40 INLET, REMOVE | | | 0012 202-93047 1.000 EACH| 600.00000 600.00| 630.00000 630.00| 631.56000 631.56 MANHOLE, REMOVE | | | 0013 202-96133 565.000 m | 37.00000 20905.00| 39.00000 22035.00| 38.95000 22006.75 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 6995.000 m3 | 13.00000 90935.00| 14.00000 97930.00| 13.68000 95691.60 EXCAVATION, COMMON | | | 0015 203-02045 12435.000 m3 | 4.00000 49740.00| 4.20000 52227.00| 4.21000 52351.35 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 203-02070 2344.000 m3 | 3.00000 7032.00| 3.00000 7032.00| 3.16000 7407.04 BORROW | | | 0017 205-02224 525.000 m | 5.55000 2913.75| 5.80000 3045.00| 5.84000 3066.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02226 11.000 m | 98.50000 1083.50| 74.00000 814.00| 73.68000 810.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0019 205-02234 2.000 EACH| 50.00000 100.00| 53.00000 106.00| 52.63000 105.26 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 18.000 EACH| 60.00000 1080.00| 63.00000 1134.00| 63.16000 1136.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 52.000 EACH| 30.00000 1560.00| 32.00000 1664.00| 31.58000 1642.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 210-05801 150.000 m | 1.50000 225.00| 1.60000 240.00| 1.58000 237.00 REPLACE DETECTOR LOOP WIRE | | | 0023 211-02060 1075.000 m3 | 16.75000 18006.25| 18.00000 19350.00| 17.63000 18952.25 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 1500.000 Mg | 14.00000 21000.00| 15.00000 22500.00| 19.85000 29775.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-98541 12.000 Mg | 50.00000 600.00| 22.00000 264.00| 19.85000 238.20 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0026 401-05437 9948.000 Mg | 32.00000 318336.00| 33.00000 328284.00| 33.65000 334750.20 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 4560.000 Mg | 35.00000 159600.00| 33.00000 150480.00| 39.10000 178296.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05456 2301.000 Mg | 45.00000 103545.00| 37.00000 85137.00| 44.10000 101474.10 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1300.00000 1300.00 PROFILOGRAPH, HMA | | | 0030 402-05468 2500.000 Mg | 30.00000 75000.00| 32.00000 80000.00| 31.90000 79750.00 HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05470 3869.000 Mg | 38.00000 147022.00| 39.00000 150891.00| 33.50000 129611.50 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 406-05520 31.900 Mg | 185.00000 5901.50| 190.00000 6061.00| 210.00000 6699.00 ASPHALT FOR TACK COAT | | | 0033 501-05180 54.000 m2 | 50.00000 2700.00| 58.00000 3132.00| 67.24000 3630.96 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0034 604-06069 360.000 m2 | 35.50000 12780.00| 47.00000 16920.00| 75.72000 27259.20 CURB RAMP, CONCRETE | | | 0035 604-91531 2005.000 m2 | 27.00000 54135.00| 26.00000 52130.00| 40.96000 82124.80 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-02042 1.000 EACH| 600.00000 600.00| 920.00000 920.00| 632.48000 632.48 CURB AND GUTTER TURNOUT, CONCRETE | | | 0037 605-06140 2924.000 m | 34.00000 99416.00| 33.00000 96492.00| 44.31000 129562.44 CURB AND GUTTER, CONCRETE | | | 0038 610-05527 720.000 Mg | 60.00000 43200.00| 63.00000 45360.00| 89.95000 64764.00 HMA FOR APPROACHES | | | 0039 611-05330 930.000 m2 | 41.50000 38595.00| 38.00000 35340.00| 49.47000 46007.10 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 38.000 EACH| 125.00000 4750.00| 130.00000 4940.00| 131.58000 5000.04 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 2.000 EACH| 195.00000 390.00| 200.00000 400.00| 205.26000 410.52 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06336 1.000 EACH| 700.00000 700.00| 880.00000 880.00| 294.73000 294.73 MONUMENT , QUARTER SECTION | | | 0043 615-06490 31.000 EACH| 135.00000 4185.00| 140.00000 4340.00| 142.10000 4405.10 RIGHT OF WAY MARKER | | | 0044 616-02320 35.000 m2 | 4.15000 145.25| 4.40000 154.00| 4.37000 152.95 GEOTEXTILES | | | 0045 616-06405 21.000 Mg | 30.00000 630.00| 32.00000 672.00| 31.58000 663.18 RIPRAP, REVETMENT | | | 0046 621-01004 3.000 EACH| 300.00000 900.00| 320.00000 960.00| 315.78000 947.34 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01882 112.000 kg | 13.00000 1456.00| 14.00000 1568.00| 13.68000 1532.16 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0048 621-03911 70.000 kg | 17.25000 1207.50| 18.00000 1260.00| 18.16000 1271.20 SEED MIXTURE, LAWN | | | 0049 621-06545 0.600 Mg | 800.00000 480.00| 840.00000 504.00| 842.08000 505.25 FERTILIZER | | | 0050 621-06565 7.200 Mg | 635.00000 4572.00| 670.00000 4824.00| 668.40000 4812.48 MULCHING MATERIAL | | | 0051 621-06567 154.000 kL | 0.60000 92.40| 0.63000 97.02| 0.63000 97.02 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06570 85.000 m3 | 17.00000 1445.00| 18.00000 1530.00| 18.00000 1530.00 TOP SOIL | | | 0053 621-06575 8500.000 m2 | 2.95000 25075.00| 3.10000 26350.00| 3.11000 26435.00 SODDING, NURSERY | | | 0054 715-01354 350.000 m | 23.00000 8050.00| 8.80000 3080.00| 24.21000 8473.50 CLEAN EXISTING PIPE | | | 0055 715-05024 532.000 m | 138.00000 73416.00| 140.00000 74480.00| 168.61000 89700.52 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0056 715-05048 2525.000 m | 9.00000 22725.00| 9.50000 23987.50| 9.47000 23911.75 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0057 715-05149 570.000 m | 60.00000 34200.00| 63.00000 35910.00| 67.82000 38657.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05149 41.200 m | 210.00000 8652.00| 220.00000 9064.00| 221.05000 9107.26 PIPE, TYPE 2, CIRCULAR, 300 mm , HAND | | | EXCAVATE | | | 0059 715-05151 159.000 m | 69.00000 10971.00| 72.00000 11448.00| 72.63000 11548.17 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 715-05152 281.000 m | 77.00000 21637.00| 81.00000 22761.00| 81.05000 22775.05 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05154 264.000 m | 98.00000 25872.00| 100.00000 26400.00| 103.15000 27231.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0062 715-05156 365.000 m | 119.00000 43435.00| 120.00000 43800.00| 125.26000 45719.90 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-05169 21.000 m | 70.00000 1470.00| 74.00000 1554.00| 73.68000 1547.28 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-46000 1.000 EACH| 250.00000 250.00| 260.00000 260.00| 263.15000 263.15 PIPE END SECTION, 300 mm | | | 0065 715-46040 1.000 EACH| 700.00000 700.00| 740.00000 740.00| 736.82000 736.82 PIPE END SECTION, 900 mm | | | 0066 718-52610 410.000 m3 | 25.00000 10250.00| 26.00000 10660.00| 26.32000 10791.20 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 5110.500 m2 | 1.05000 5366.03| 1.10000 5621.55| 1.11000 5672.66 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44000 1.000 EACH| 905.00000 905.00| 950.00000 950.00| 952.60000 952.60 CASTING, ADJUST TO GRADE | | | 0069 720-45045 19.000 EACH| 940.00000 17860.00| 990.00000 18810.00| 989.44000 18799.36 INLET, J10 | | | 0070 720-45055 2.000 EACH| 1360.00000 2720.00| 1400.00000 2800.00| 1431.54000 2863.08 INLET, M10 | | | 0071 720-45155 1.000 EACH| 1850.00000 1850.00| 1900.00000 1900.00| 1947.31000 1947.31 INLET, M10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 720-45240 2.000 EACH| 1420.00000 2840.00| 1500.00000 3000.00| 1494.69000 2989.38 CATCH BASIN, J10 | | | 0073 720-45250 3.000 EACH| 1135.00000 3405.00| 1200.00000 3600.00| 1194.70000 3584.10 CATCH BASIN, K10 | | | 0074 720-45251 17.000 EACH| 1165.00000 19805.00| 1200.00000 20400.00| 1226.28000 20846.76 CATCH BASIN, K10, MODIFIED | | | 0075 720-45410 15.000 EACH| 1425.00000 21375.00| 1500.00000 22500.00| 1499.96000 22499.40 MANHOLE, C4 | | | 0076 720-45415 8.000 EACH| 2710.00000 21680.00| 2800.00000 22400.00| 2852.55000 22820.40 MANHOLE, D4 | | | 0077 720-90903 1.000 EACH| 1630.00000 1630.00| 1700.00000 1700.00| 1715.74000 1715.74 INLET, F2 | | | 0078 720-90903 1.000 EACH| 3675.00000 3675.00| 3900.00000 3900.00| 3868.31000 3868.31 INLET, F2 , MODIFIED, HAND EXCAVATE | | | 0079 720-90984 2.000 EACH| 1555.00000 3110.00| 1600.00000 3200.00| 1636.80000 3273.60 MANHOLE, C2 | | | 0080 720-91250 7.000 EACH| 1740.00000 12180.00| 1800.00000 12600.00| 1831.52000 12820.64 INLET, E2 | | | 0081 720-91250 2.000 EACH| 3780.00000 7560.00| 4000.00000 8000.00| 3978.83000 7957.66 INLET, E2 , HAND EXCAVATE | | | 0082 720-92025 7.000 EACH| 2550.00000 17850.00| 2700.00000 18900.00| 2684.13000 18788.91 MANHOLE, D2 | | | 0083 720-96995 11.000 EACH| 300.00000 3300.00| 81.00000 891.00| 315.78000 3473.58 CLEAN INLET | | | 0084 801-06203 5900.000 m | 0.26000 1534.00| 0.27000 1593.00| 0.79000 4661.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0085 801-06207 8750.000 m | 2.95000 25812.50| 3.10000 27125.00| 0.79000 6912.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0086 801-06606 13.000 EACH| 135.00000 1755.00| 140.00000 1820.00| 142.10000 1847.30 BARRICADE, IIIB | | | 0087 801-06640 48.000 EACH| 120.00000 5760.00| 130.00000 6240.00| 126.31000 6062.88 CONSTRUCTION SIGN, A | | | 0088 801-06645 7.000 EACH| 45.00000 315.00| 47.00000 329.00| 47.37000 331.59 CONSTRUCTION SIGN, B | | | 0089 801-06710 340.000 DAY | 17.00000 5780.00| 18.00000 6120.00| 17.89000 6082.60 FLASHING ARROW SIGN | | | 0090 801-06775 LUMP| 60000.00000 60000.00| 56000.00000 56000.00| 117000.00000 117000.00 MAINTAINING TRAFFIC | | | 0091 802-76035 5.576 m2 | 225.00000 1254.60| 240.00000 1338.24| 236.83000 1320.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 802-91122 24.000 EACH| 100.00000 2400.00| 110.00000 2640.00| 105.26000 2526.24 SIGN, GROUND MOUNTED, RESET | | | 0093 803-02310 775.600 kg | 2.25000 1745.10| 2.40000 1861.44| 2.37000 1838.17 REINFORCING STEEL, SIGN FOUNDATION | | | 0094 803-04626 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1368.38000 5473.52 SIGN FOUNDATION, CONCRETE | | | 0095 803-76125 2.000 EACH| 6500.00000 13000.00| 6800.00000 13600.00| 6841.90000 13683.80 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0096 805-01893 LUMP| 500.00000 500.00| 530.00000 530.00| 526.30000 526.30 MAINTAINING TRAFFIC SIGNAL | | | 0097 805-78795 150.000 m | 30.00000 4500.00| 32.00000 4800.00| 31.58000 4737.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0098 805-94682 5.000 EACH| 100.00000 500.00| 110.00000 550.00| 105.26000 526.30 LOOP TESTING | | | 0099 808-02157 2.000 EACH| 75.00000 150.00| 79.00000 158.00| 78.95000 157.90 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0100 808-06701 800.000 m | 1.08000 864.00| 1.10000 880.00| 0.83000 664.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0101 808-06703 162.000 m | 0.98000 158.76| 1.00000 162.00| 0.83000 134.46 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06716 405.000 m | 1.48000 599.40| 1.60000 648.00| 1.56000 631.80 LINE, REMOVE | | | 0103 808-75240 1220.000 m | 1.08000 1317.60| 1.10000 1342.00| 0.83000 1012.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0104 808-75245 2568.000 m | 0.98000 2516.64| 1.00000 2568.00| 0.83000 2131.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0105 808-75297 24.500 m | 9.67000 236.92| 10.00000 245.00| 10.53000 257.99 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0106 808-75300 48.000 m | 1.47000 70.56| 1.50000 72.00| 3.16000 151.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0107 808-75320 19.000 EACH| 41.00000 779.00| 43.00000 817.00| 55.79000 1060.01 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 19.000 EACH| 54.00000 1026.00| 60.00000 1140.00| 60.00000 1140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,142,438.76| $ 2,185,628.35| $ 2,393,661.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,142,438.76| $ 2,185,628.35| $ 2,393,661.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 15.000 MOS | 1644.51000 24667.65| 750.00000 11250.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 73830.00000 73830.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 140000.00000 140000.00| 130000.00000 130000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 101228.60000 101228.60| 75000.00000 75000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1240.000 m2 | 8.71000 10800.40| 13.00000 16120.00| PAVEMENT, REMOVE | | | 0006 202-02273 45.000 m2 | 25.73000 1157.85| 24.00000 1080.00| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02279 245.000 m | 7.47000 1830.15| 15.00000 3675.00| CURB AND GUTTER, REMOVE | | | 0008 202-52710 191.000 m2 | 5.65000 1079.15| 13.00000 2483.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 3046.000 m2 | 2.73000 8315.58| 2.40000 7310.40| SURFACE MILLING, ASPHALT | | | 0010 202-74045 2.000 EACH| 78.75000 157.50| 80.00000 160.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91385 10.000 EACH| 115.80000 1158.00| 160.00000 1600.00| INLET, REMOVE | | | 0012 202-93047 1.000 EACH| 124.63000 124.63| 335.00000 335.00| MANHOLE, REMOVE | | | 0013 202-96133 565.000 m | 15.36000 8678.40| 24.00000 13560.00| PIPE, REMOVE | | | 0014 203-02000 6995.000 m3 | 20.97000 146685.15| 16.00000 111920.00| EXCAVATION, COMMON | | | 0015 203-02045 12435.000 m3 | 5.95000 73988.25| 6.50000 80827.50| EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 203-02070 2344.000 m3 | 0.01000 23.44| 15.00000 35160.00| BORROW | | | 0017 205-02224 525.000 m | 5.83000 3060.75| 6.00000 3150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02226 11.000 m | 103.43000 1137.73| 22.00000 242.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0019 205-02234 2.000 EACH| 52.50000 105.00| 80.00000 160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02236 18.000 EACH| 63.00000 1134.00| 80.00000 1440.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 52.000 EACH| 31.50000 1638.00| 80.00000 4160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 210-05801 150.000 m | 1.58000 237.00| 1.60000 240.00| REPLACE DETECTOR LOOP WIRE | | | 0023 211-02060 1075.000 m3 | 18.90000 20317.50| 31.00000 33325.00| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 1500.000 Mg | 23.87000 35805.00| 21.00000 31500.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-98541 12.000 Mg | 31.67000 380.04| 23.00000 276.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0026 401-05437 9948.000 Mg | 34.65000 344698.20| 33.50000 333258.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 4560.000 Mg | 34.65000 158004.00| 36.50000 166440.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05456 2301.000 Mg | 38.85000 89393.85| 46.50000 106996.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 1575.00000 1575.00| 2200.00000 2200.00| PROFILOGRAPH, HMA | | | 0030 402-05468 2500.000 Mg | 33.60000 84000.00| 37.00000 92500.00| HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05470 3869.000 Mg | 40.95000 158435.55| 39.50000 152825.50| HMA BASE C25.0 mm, MAINLINE | | | 0032 406-05520 31.900 Mg | 199.50000 6364.05| 195.00000 6220.50| ASPHALT FOR TACK COAT | | | 0033 501-05180 54.000 m2 | 39.18000 2115.72| 42.00000 2268.00| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0034 604-06069 360.000 m2 | 40.00000 14400.00| 49.00000 17640.00| CURB RAMP, CONCRETE | | | 0035 604-91531 2005.000 m2 | 25.78000 51688.90| 23.00000 46115.00| SIDEWALK, CONCRETE, 100 mm | | | 0036 605-02042 1.000 EACH| 589.15000 589.15| 470.00000 470.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0037 605-06140 2924.000 m | 40.00000 116960.00| 28.00000 81872.00| CURB AND GUTTER, CONCRETE | | | 0038 610-05527 720.000 Mg | 66.15000 47628.00| 63.00000 45360.00| HMA FOR APPROACHES | | | 0039 611-05330 930.000 m2 | 43.80000 40734.00| 46.00000 42780.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 611-06497 38.000 EACH| 131.25000 4987.50| 135.00000 5130.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 2.000 EACH| 204.75000 409.50| 170.00000 340.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06336 1.000 EACH| 527.32000 527.32| 340.00000 340.00| MONUMENT , QUARTER SECTION | | | 0043 615-06490 31.000 EACH| 141.75000 4394.25| 121.00000 3751.00| RIGHT OF WAY MARKER | | | 0044 616-02320 35.000 m2 | 6.24000 218.40| 5.40000 189.00| GEOTEXTILES | | | 0045 616-06405 21.000 Mg | 32.54000 683.34| 27.00000 567.00| RIPRAP, REVETMENT | | | 0046 621-01004 3.000 EACH| 315.00000 945.00| 320.00000 960.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01882 112.000 kg | 13.65000 1528.80| 13.50000 1512.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0048 621-03911 70.000 kg | 18.11000 1267.70| 17.50000 1225.00| SEED MIXTURE, LAWN | | | 0049 621-06545 0.600 Mg | 840.00000 504.00| 835.00000 501.00| FERTILIZER | | | 0050 621-06565 7.200 Mg | 666.75000 4800.60| 660.00000 4752.00| MULCHING MATERIAL | | | 0051 621-06567 154.000 kL | 0.63000 97.02| 0.70000 107.80| WATER | | | 0052 621-06570 85.000 m3 | 28.66000 2436.10| 18.00000 1530.00| TOP SOIL | | | 0053 621-06575 8500.000 m2 | 3.10000 26350.00| 3.10000 26350.00| SODDING, NURSERY | | | 0054 715-01354 350.000 m | 14.78000 5173.00| 24.00000 8400.00| CLEAN EXISTING PIPE | | | 0055 715-05024 532.000 m | 166.82000 88748.24| 285.00000 151620.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0056 715-05048 2525.000 m | 7.54000 19038.50| 7.20000 18180.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0057 715-05149 570.000 m | 60.85000 34684.50| 115.00000 65550.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05149 41.200 m | 96.18000 3962.62| 170.00000 7004.00| PIPE, TYPE 2, CIRCULAR, 300 mm , HAND | | | EXCAVATE | | | 0059 715-05151 159.000 m | 54.33000 8638.47| 140.00000 22260.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05152 281.000 m | 56.58000 15898.98| 135.00000 37935.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05154 264.000 m | 69.86000 18443.04| 140.00000 36960.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0062 715-05156 365.000 m | 93.46000 34112.90| 225.00000 82125.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-05169 21.000 m | 54.36000 1141.56| 78.00000 1638.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-46000 1.000 EACH| 913.55000 913.55| 170.00000 170.00| PIPE END SECTION, 300 mm | | | 0065 715-46040 1.000 EACH| 1870.18000 1870.18| 450.00000 450.00| PIPE END SECTION, 900 mm | | | 0066 718-52610 410.000 m3 | 43.22000 17720.20| 34.00000 13940.00| AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 5110.500 m2 | 1.67000 8534.54| 1.60000 8176.80| GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44000 1.000 EACH| 385.99000 385.99| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0069 720-45045 19.000 EACH| 1200.32000 22806.08| 975.00000 18525.00| INLET, J10 | | | 0070 720-45055 2.000 EACH| 1321.32000 2642.64| 1050.00000 2100.00| INLET, M10 | | | 0071 720-45155 1.000 EACH| 1460.47000 1460.47| 1220.00000 1220.00| INLET, M10, MODIFIED | | | 0072 720-45240 2.000 EACH| 1818.63000 3637.26| 1420.00000 2840.00| CATCH BASIN, J10 | | | 0073 720-45250 3.000 EACH| 1709.73000 5129.19| 1340.00000 4020.00| CATCH BASIN, K10 | | | 0074 720-45251 17.000 EACH| 1764.18000 29991.06| 1380.00000 23460.00| CATCH BASIN, K10, MODIFIED | | | 0075 720-45410 15.000 EACH| 1115.38000 16730.70| 1250.00000 18750.00| MANHOLE, C4 | | | 0076 720-45415 8.000 EACH| 1852.51000 14820.08| 2100.00000 16800.00| MANHOLE, D4 | | | 0077 720-90903 1.000 EACH| 1166.44000 1166.44| 875.00000 875.00| INLET, F2 | | | 0078 720-90903 1.000 EACH| 2634.17000 2634.17| 1750.00000 1750.00| INLET, F2 , MODIFIED, HAND EXCAVATE | | | 0079 720-90984 2.000 EACH| 1076.66000 2153.32| 1200.00000 2400.00| MANHOLE, C2 | | | 0080 720-91250 7.000 EACH| 1166.44000 8165.08| 875.00000 6125.00| INLET, E2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 720-91250 2.000 EACH| 2634.17000 5268.34| 1500.00000 3000.00| INLET, E2 , HAND EXCAVATE | | | 0082 720-92025 7.000 EACH| 2045.51000 14318.57| 1900.00000 13300.00| MANHOLE, D2 | | | 0083 720-96995 11.000 EACH| 100.43000 1104.73| 175.00000 1925.00| CLEAN INLET | | | 0084 801-06203 5900.000 m | 1.31000 7729.00| 1.35000 7965.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0085 801-06207 8750.000 m | 3.10000 27125.00| 3.10000 27125.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0086 801-06606 13.000 EACH| 141.75000 1842.75| 145.00000 1885.00| BARRICADE, IIIB | | | 0087 801-06640 48.000 EACH| 126.00000 6048.00| 130.00000 6240.00| CONSTRUCTION SIGN, A | | | 0088 801-06645 7.000 EACH| 47.25000 330.75| 47.00000 329.00| CONSTRUCTION SIGN, B | | | 0089 801-06710 340.000 DAY | 17.85000 6069.00| 18.00000 6120.00| FLASHING ARROW SIGN | | | 0090 801-06775 LUMP| 150000.00000 150000.00| 117500.00000 117500.00| MAINTAINING TRAFFIC | | | 0091 802-76035 5.576 m2 | 236.25000 1317.33| 235.00000 1310.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-91122 24.000 EACH| 105.00000 2520.00| 110.00000 2640.00| SIGN, GROUND MOUNTED, RESET | | | 0093 803-02310 775.600 kg | 2.36000 1830.42| 2.40000 1861.44| REINFORCING STEEL, SIGN FOUNDATION | | | 0094 803-04626 4.000 EACH| 1365.00000 5460.00| 1360.00000 5440.00| SIGN FOUNDATION, CONCRETE | | | 0095 803-76125 2.000 EACH| 6825.00000 13650.00| 7000.00000 14000.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0096 805-01893 LUMP| 625.00000 625.00| 550.00000 550.00| MAINTAINING TRAFFIC SIGNAL | | | 0097 805-78795 150.000 m | 31.50000 4725.00| 31.30000 4695.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0098 805-94682 5.000 EACH| 105.00000 525.00| 125.00000 625.00| LOOP TESTING | | | 0099 808-02157 2.000 EACH| 78.75000 157.50| 80.00000 160.00| PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0100 808-06701 800.000 m | 1.13000 904.00| 1.15000 920.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 308 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,450,798.27 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 308 CONTRACT ID : R -24983-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 808-06703 162.000 m | 1.03000 166.86| 1.10000 178.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06716 405.000 m | 1.55000 627.75| 1.60000 648.00| LINE, REMOVE | | | 0103 808-75240 1220.000 m | 1.13000 1378.60| 1.15000 1403.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0104 808-75245 2568.000 m | 1.03000 2645.04| 1.10000 2824.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0105 808-75297 24.500 m | 10.15000 248.68| 10.20000 249.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0106 808-75300 48.000 m | 1.54000 73.92| 1.60000 76.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0107 808-75320 19.000 EACH| 43.05000 817.95| 43.00000 817.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 19.000 EACH| 56.70000 1077.30| 56.00000 1064.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,452,464.97| $ 2,517,600.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,452,464.97| $ 2,517,600.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,867.22 ROUTE : 232 CALL ORDER : 310 CONTRACT ID : R -24984-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C301 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 219,084.70 100.0000% 2 35-1139301 E & B PAVING, INC. $ 221,896.04 101.2832% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1139301 | |YARDBERRY LANDSCAPE |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06790 3.000 MOS | 1200.00000 3600.00| 2500.00000 7500.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 202-02240 264.000 SYS | 12.00000 3168.00| 10.00000 2640.00| PAVEMENT, REMOVE | | | 0004 202-02245 5.000 EACH| 200.00000 1000.00| 300.00000 1500.00| TREE, 6 IN., REMOVE | | | 0005 202-02255 3.000 EACH| 650.00000 1950.00| 600.00000 1800.00| TREE, 18 IN., REMOVE | | | 0006 202-60820 4877.960 SYS | 2.50000 12194.90| 2.00000 9755.92| SURFACE MILLING, ASPHALT | | | 0007 202-93898 7.000 EACH| 450.00000 3150.00| 375.00000 2625.00| TREE, 12 IN., REMOVE | | | 0008 202-99187 305.050 LFT | 1.00000 305.05| 1.00000 305.05| FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 719.000 CYS | 10.00000 7190.00| 45.00000 32355.00| EXCAVATION, COMMON | | | 0010 203-02020 33.000 CYS | 20.00000 660.00| 35.00000 1155.00| EXCAVATION, UNCLASSIFIED | | | 0011 205-04471 2046.300 LFT | 1.75000 3581.03| 2.00000 4092.60| TEMPORARY EROSION CONTROL, FILTER | | | BARRIER | | | 0013 303-98541 1373.570 TON | 18.00000 24724.26| 22.00000 30218.54| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0014 402-05472 492.280 TON | 40.00000 19691.20| 44.90000 22103.37| HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0015 402-05477 661.220 TON | 45.00000 29754.90| 46.70000 30878.97| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,867.22 ROUTE : 232 CALL ORDER : 310 CONTRACT ID : R -24984-A COUNTIES : MADISON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1139301 | |YARDBERRY LANDSCAPE |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05521 4877.960 SYS | 0.50000 2438.98| 0.50000 2438.98| ASPHALT FOR TACK COAT | | | 0017 604-91531 299.000 SYS | 36.00000 10764.00| 42.00000 12558.00| SIDEWALK, CONCRETE, 4 IN. | | | 0018 605-06120 1040.220 LFT | 16.00000 16643.52| 17.00000 17683.74| CURB, CONCRETE | | | 0019 615-06496 85.000 EACH| 60.00000 5100.00| 55.00000 4675.00| PARKING BARRIER | | | 0020 621-02363 7598.000 SYS | 0.65000 4938.70| 0.41000 3115.18| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0021 715-06518 50.000 LFT | 25.00000 1250.00| 35.00000 1750.00| PIPE, CORRUGATED PE, S, 15 IN. | | | 0022 715-46005 2.000 EACH| 150.00000 300.00| 225.00000 450.00| PIPE END SECTION, 15 IN. | | | 0023 802-02475 5.000 EACH| 500.00000 2500.00| 1500.00000 7500.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0026 805-96014 567.720 LFT | 3.00000 1703.16| 2.00000 1135.44| SAW CUT, FULL DEPTH | | | 0027 807-03972 460.000 LFT | 2.00000 920.00| 14.00000 6440.00| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0028 808-06714 943.000 LFT | 1.00000 943.00| 0.75000 707.25| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-97222 4.000 EACH| 65.00000 260.00| 50.00000 200.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0030 203-02070 5638.000 CYS | 8.00000 45104.00| 1.00000 5638.00| BORROW | | | 0031 621-01004 1.000 EACH| 250.00000 250.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 219,084.70| $ 221,896.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,084.70| $ 221,896.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,557.51 ROUTE : PARK ROAD CALL ORDER : 320 CONTRACT ID : R -24985-A COUNTIES : HUNTINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C212 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1486233 GEIGER DEVELOPING INC. $ 150,324.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 150,697.24 100.2482% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 185,883.20 123.6550% 4 35-1333300 KNECHT EXCAVATING $ 214,195.94 142.4895% ==================================================================================================================================== |(1) 35-1486233 |(2) 35-1065659 |(3) 34-4272670 |GEIGER DEVELOPING INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 967.67000 5806.02| 750.00000 4500.00| 500.00000 3000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7569.98000 7569.98| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9606.70000 9606.70| 7400.00000 7400.00| 27250.00000 27250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02245 5.000 EACH| 51.83000 259.15| 125.00000 625.00| 250.00000 1250.00 TREE, 6 IN., REMOVE | | | 0005 202-02255 2.000 EACH| 165.99000 331.98| 350.00000 700.00| 750.00000 1500.00 TREE, 18 IN., REMOVE | | | 0006 202-04089 1.000 EACH| 133.15000 133.15| 200.00000 200.00| 100.00000 100.00 SHEET SIGN, REMOVE | | | 0007 202-93898 10.000 EACH| 165.99000 1659.90| 175.00000 1750.00| 500.00000 5000.00 TREE, 12 IN., REMOVE | | | 0008 202-99187 305.050 LFT | 1.96000 597.90| 0.50000 152.53| 3.00000 915.15 FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 3748.000 CYS | 5.42000 20314.16| 9.00000 33732.00| 5.00000 18740.00 EXCAVATION, COMMON | | | 0010 203-02020 267.000 CYS | 5.42000 1447.14| 9.00000 2403.00| 12.00000 3204.00 EXCAVATION, UNCLASSIFIED | | | 0011 205-04471 911.000 LFT | 2.03000 1849.33| 2.00000 1822.00| 1.80000 1639.80 TEMPORARY EROSION CONTROL, FILTER | | | BARRIER | | | 0013 303-98541 1187.610 TON | 13.40000 15913.97| 14.00000 16626.54| 25.00000 29690.25 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0014 402-05472 433.570 TON | 35.00000 15174.95| 40.00000 17342.80| 50.00000 21678.50 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,557.51 ROUTE : PARK ROAD CALL ORDER : 320 CONTRACT ID : R -24985-A COUNTIES : HUNTINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1486233 |(2) 35-1065659 |(3) 34-4272670 |GEIGER DEVELOPING INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 260.140 TON | 41.50000 10795.81| 50.00000 13007.00| 55.00000 14307.70 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 604-91531 114.180 SYS | 36.71000 4191.55| 30.00000 3425.40| 60.00000 6850.80 SIDEWALK, CONCRETE, 4 IN. | | | 0017 605-06120 660.000 LFT | 28.95000 19107.00| 19.00000 12540.00| 20.00000 13200.00 CURB, CONCRETE | | | 0018 615-06496 31.000 EACH| 95.00000 2945.00| 30.00000 930.00| 38.00000 1178.00 PARKING BARRIER | | | 0019 621-02363 3266.000 SYS | 0.35000 1143.10| 1.00000 3266.00| 0.35000 1143.10 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0020 715-06518 77.000 LFT | 33.15000 2552.55| 30.00000 2310.00| 50.00000 3850.00 PIPE, CORRUGATED PE, S, 15 IN. | | | 0021 715-46005 4.000 EACH| 275.00000 1100.00| 200.00000 800.00| 300.00000 1200.00 PIPE END SECTION, 15 IN. | | | 0022 802-03706 5.000 EACH| 535.00000 2675.00| 25.00000 125.00| 390.00000 1950.00 SIGN PANEL, INSTALL | | | 0023 802-03821 5.000 EACH| 250.00000 1250.00| 135.00000 675.00| 160.00000 800.00 SIGN, SHEET WITH LEGEND | | | 0024 808-06714 671.000 LFT | 0.90000 603.90| 0.27000 181.17| 0.90000 603.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-97222 2.000 EACH| 365.00000 730.00| 10.00000 20.00| 86.00000 172.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0026 621-01004 2.000 EACH| 425.00000 850.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 211-02060 16.000 CYS | 19.88000 318.08| 25.00000 400.00| 20.00000 320.00 B BORROW FOR STRUCTURE BACKFILL | | | 0028 203-02070 4068.000 CYS | 5.26000 21397.68| 5.35000 21763.80| 5.00000 20340.00 BORROW | | | SECTION TOTALS | $ 150,324.00| $ 150,697.24| $ 185,883.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 150,324.00| $ 150,697.24| $ 185,883.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,557.51 ROUTE : PARK ROAD CALL ORDER : 320 CONTRACT ID : R -24985-A COUNTIES : HUNTINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1333300 | | |KNECHT EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 1950.00000 11700.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02245 5.000 EACH| 750.00000 3750.00| | TREE, 6 IN., REMOVE | | | 0005 202-02255 2.000 EACH| 950.00000 1900.00| | TREE, 18 IN., REMOVE | | | 0006 202-04089 1.000 EACH| 28.50000 28.50| | SHEET SIGN, REMOVE | | | 0007 202-93898 10.000 EACH| 950.00000 9500.00| | TREE, 12 IN., REMOVE | | | 0008 202-99187 305.050 LFT | 20.00000 6101.00| | FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 3748.000 CYS | 15.00000 56220.00| | EXCAVATION, COMMON | | | 0010 203-02020 267.000 CYS | 10.00000 2670.00| | EXCAVATION, UNCLASSIFIED | | | 0011 205-04471 911.000 LFT | 1.80000 1639.80| | TEMPORARY EROSION CONTROL, FILTER | | | BARRIER | | | 0013 303-98541 1187.610 TON | 19.00000 22564.59| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0014 402-05472 433.570 TON | 40.60000 17602.94| | HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0015 402-05477 260.140 TON | 50.40000 13111.06| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 604-91531 114.180 SYS | 40.00000 4567.20| | SIDEWALK, CONCRETE, 4 IN. | | | 0017 605-06120 660.000 LFT | 20.00000 13200.00| | CURB, CONCRETE | | | 0018 615-06496 31.000 EACH| 38.00000 1178.00| | PARKING BARRIER | | | 0019 621-02363 3266.000 SYS | 0.35000 1143.10| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0020 715-06518 77.000 LFT | 40.00000 3080.00| | PIPE, CORRUGATED PE, S, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,557.51 ROUTE : PARK ROAD CALL ORDER : 320 CONTRACT ID : R -24985-A COUNTIES : HUNTINGTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1333300 | | |KNECHT EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 715-46005 4.000 EACH| 400.00000 1600.00| | PIPE END SECTION, 15 IN. | | | 0022 802-03706 5.000 EACH| 390.00000 1950.00| | SIGN PANEL, INSTALL | | | 0023 802-03821 5.000 EACH| 160.00000 800.00| | SIGN, SHEET WITH LEGEND | | | 0024 808-06714 671.000 LFT | 0.25000 167.75| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-97222 2.000 EACH| 20.00000 40.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0026 621-01004 2.000 EACH| 425.00000 850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 211-02060 16.000 CYS | 35.00000 560.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0028 203-02070 4068.000 CYS | 4.00000 16272.00| | BORROW | | | SECTION TOTALS | $ 214,195.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,195.94| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 456,541.66 ROUTE : 9946 CALL ORDER : 330 CONTRACT ID : R -24987-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 339,342.25 100.0000% 2 35-1120685 WALSH & KELLY, INC. IRREGULAR $ 344,225.85 101.4391% 3 35-1035700 BUCKO CONSTRUCTION $ 420,905.95 124.0358% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 1800.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10500.00000 10500.00| 17000.00000 17000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2100.00000 2100.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 157.000 m | 12.00000 1884.00| 12.00000 1884.00| 12.00000 1884.00 GUARDRAIL, REMOVE | | | 0006 202-60820 9880.000 m2 | 1.50000 14820.00| 1.10000 10868.00| 2.50000 24700.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 19.000 EACH| 75.00000 1425.00| 20.00000 380.00| 75.00000 1425.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96151 LUMP| 700.00000 700.00| 0.00000 0.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 303-04095 840.000 Mg | 14.50000 12180.00| 22.00000 18480.00| 18.00000 15120.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 380.000 Mg | 67.00000 25460.00| 44.00000 16720.00| 80.00000 30400.00 HMA FOR PATCHING | | | 0011 402-05474 2900.000 Mg | 25.40000 73660.00| 30.00000 87000.00| 31.40000 91060.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 1975.000 Mg | 31.00000 61225.00| 32.00000 63200.00| 38.70000 76432.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 1100.000 Mg | 26.85000 29535.00| 30.00000 33000.00| 42.75000 47025.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 17.200 Mg | 320.00000 5504.00| 250.00000 4300.00| 325.00000 5590.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 456,541.66 ROUTE : 9946 CALL ORDER : 330 CONTRACT ID : R -24987-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-94689 7.000 EACH| 3100.00000 21700.00| 3100.00000 21700.00| 3100.00000 21700.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 442.000 m | 40.00000 17680.00| 40.00000 17680.00| 40.00000 17680.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 610-05527 130.000 Mg | 120.00000 15600.00| 50.00000 6500.00| 75.00000 9750.00 HMA FOR APPROACHES | | | 0020 611-06497 3.000 EACH| 115.00000 345.00| 115.00000 345.00| 105.00000 315.00 MAILBOX ASSEMBLY, SINGLE | | | 0021 615-06525 6.000 EACH| 260.00000 1560.00| 140.00000 840.00| 400.00000 2400.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0022 801-06203 777.000 m | 1.40000 1087.80| 1.00000 777.00| 2.00000 1554.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06640 9.000 EACH| 79.00000 711.00| 79.00000 711.00| 100.00000 900.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 15000.00000 15000.00| 14000.00000 14000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0025 802-02489 90.000 m | 32.80000 2952.00| 29.60000 2664.00| 32.80000 2952.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0026 802-76025 9.500 m2 | 134.55000 1278.23| 151.00000 1434.50| 134.55000 1278.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0027 802-76035 2.800 m2 | 137.24000 384.27| 163.00000 456.40| 137.24000 384.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0028 808-04298 2.000 EACH| 275.00000 550.00| 275.00000 550.00| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0029 808-06703 7769.000 m | 0.75000 5826.75| 0.75000 5826.75| 0.75000 5826.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0030 808-75240 941.000 m | 0.75000 705.75| 0.75000 705.75| 0.75000 705.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0031 808-75245 1931.000 m | 0.75000 1448.25| 0.75000 1448.25| 0.75000 1448.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0032 808-75297 6.600 m | 22.00000 145.20| 22.00000 145.20| 22.00000 145.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 601-01700 3.000 EACH| 1595.00000 4785.00| 1595.00000 4785.00| 1595.00000 4785.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 456,541.66 ROUTE : 9946 CALL ORDER : 330 CONTRACT ID : R -24987-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-95023 19.000 EACH| 110.00000 2090.00| 175.00000 3325.00| 105.00000 1995.00 MAILBOX ASSEMBLY, RESET | | | SECTION TOTALS | $ 339,342.25| $ 344,225.85| $ 420,905.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,342.25| $ 344,225.85| $ 420,905.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,942.45 ROUTE : 600W CALL ORDER : 340 CONTRACT ID : R -24988-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 18 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 190,593.96 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 205,131.22 107.6273% 3 35-1035700 BUCKO CONSTRUCTION $ 234,674.62 123.1280% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO 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 2.000 MOS | 1500.00000 3000.00| 1600.00000 3200.00| 1800.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 6800.00000 6800.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 11700.00000 11700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 57.000 m | 30.00000 1710.00| 30.00000 1710.00| 17.00000 969.00 GUARDRAIL, REMOVE | | | 0006 202-60820 370.000 m2 | 5.00000 1850.00| 13.35000 4939.50| 15.00000 5550.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 14.000 EACH| 50.00000 700.00| 50.00000 700.00| 50.00000 700.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96151 LUMP| 500.00000 500.00| 2100.00000 2100.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02000 20.000 m3 | 50.00000 1000.00| 95.00000 1900.00| 75.00000 1500.00 EXCAVATION, COMMON | | | 0010 303-04095 630.000 Mg | 18.00000 11340.00| 21.75000 13702.50| 18.00000 11340.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0011 305-05204 50.000 Mg | 80.00000 4000.00| 85.00000 4250.00| 95.00000 4750.00 HMA FOR PATCHING | | | 0012 305-05206 10.000 Mg | 80.00000 800.00| 238.00000 2380.00| 100.00000 1000.00 WIDENING WITH HMA | | | 0013 402-05474 1910.000 Mg | 32.00000 61120.00| 28.25000 53957.50| 31.25000 59687.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 1370.000 Mg | 34.00000 46580.00| 33.50000 45895.00| 39.50000 54115.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,942.45 ROUTE : 600W CALL ORDER : 340 CONTRACT ID : R -24988-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05495 470.000 Mg | 32.00000 15040.00| 30.85000 14499.50| 47.00000 22090.00 HMA WEDGE AND LEVEL | | | 0016 406-05520 12.100 Mg | 250.00000 3025.00| 300.00000 3630.00| 350.00000 4235.00 ASPHALT FOR TACK COAT | | | 0017 601-06037 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 100.000 m | 44.00000 4400.00| 44.00000 4400.00| 44.00000 4400.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 610-05527 59.000 Mg | 40.00000 2360.00| 125.00000 7375.00| 75.00000 4425.00 HMA FOR APPROACHES | | | 0020 611-06497 1.000 EACH| 100.00000 100.00| 95.00000 95.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0021 611-95023 8.000 EACH| 50.00000 400.00| 120.00000 960.00| 100.00000 800.00 MAILBOX ASSEMBLY, RESET | | | 0022 615-06525 3.000 EACH| 160.00000 480.00| 315.00000 945.00| 350.00000 1050.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0023 801-06203 586.000 m | 1.50000 879.00| 1.10000 644.60| 2.25000 1318.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0024 801-06640 8.000 EACH| 89.00000 712.00| 90.00000 720.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 9400.00000 9400.00| 9300.00000 9300.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0026 802-02489 55.000 m | 36.24000 1993.20| 32.80000 1804.00| 32.80000 1804.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0027 802-76025 3.900 m2 | 135.67000 529.11| 134.55000 524.75| 134.55000 524.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0028 802-76035 2.800 m2 | 146.09000 409.05| 137.24000 384.27| 137.24000 384.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0029 808-04298 1.000 EACH| 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0030 808-06703 5952.000 m | 0.80000 4761.60| 0.80000 4761.60| 0.80000 4761.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0031 808-75240 732.000 m | 0.80000 585.60| 0.80000 585.60| 0.80000 585.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0032 808-75245 193.000 m | 0.80000 154.40| 0.80000 154.40| 0.80000 154.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,942.45 ROUTE : 600W CALL ORDER : 340 CONTRACT ID : R -24988-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75297 4.000 m | 10.00000 40.00| 22.00000 88.00| 20.00000 80.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 190,593.96| $ 205,131.22| $ 234,674.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 190,593.96| $ 205,131.22| $ 234,674.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,344.25 ROUTE : 18TH CALL ORDER : 350 CONTRACT ID : R -24989-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 23 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 298,406.48 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 335,455.70 112.4156% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 349,803.32 117.2237% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1800.00000 5400.00| 1350.00000 4050.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 16700.00000 16700.00| 5300.00000 5300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 55.000 m | 25.00000 1375.00| 25.00000 1375.00| 25.00000 1375.00 GUARDRAIL, REMOVE | | | 0006 202-60820 1750.000 m2 | 4.00000 7000.00| 5.00000 8750.00| 5.90000 10325.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 31.000 EACH| 15.00000 465.00| 75.00000 2325.00| 75.00000 2325.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96151 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 700.00000 700.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 305-05204 165.000 Mg | 70.00000 11550.00| 80.00000 13200.00| 75.00000 12375.00 HMA FOR PATCHING | | | 0010 305-05206 1210.000 Mg | 40.00000 48400.00| 50.30000 60863.00| 58.00000 70180.00 WIDENING WITH HMA | | | 0011 402-05474 2750.000 Mg | 32.00000 88000.00| 31.38000 86295.00| 33.00000 90750.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 1790.000 Mg | 36.00000 64440.00| 38.16000 68306.40| 40.00000 71600.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 16.000 Mg | 32.00000 512.00| 75.00000 1200.00| 78.00000 1248.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 13.500 Mg | 260.00000 3510.00| 350.00000 4725.00| 355.00000 4792.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,344.25 ROUTE : 18TH CALL ORDER : 350 CONTRACT ID : R -24989-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-06037 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 71.000 m | 45.00000 3195.00| 45.00000 3195.00| 45.00000 3195.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 610-05527 260.000 Mg | 40.00000 10400.00| 60.00000 15600.00| 93.00000 24180.00 HMA FOR APPROACHES | | | 0018 611-06497 3.000 EACH| 115.00000 345.00| 125.00000 375.00| 115.00000 345.00 MAILBOX ASSEMBLY, SINGLE | | | 0019 611-95023 24.000 EACH| 50.00000 1200.00| 100.00000 2400.00| 140.00000 3360.00 MAILBOX ASSEMBLY, RESET | | | 0021 801-06203 314.000 m | 3.00000 942.00| 2.00000 628.00| 3.75000 1177.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06640 21.000 EACH| 79.00000 1659.00| 80.00000 1680.00| 79.00000 1659.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 16000.00000 16000.00| 14400.00000 14400.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0024 802-02489 113.000 m | 29.60000 3344.80| 32.80000 3706.40| 32.80000 3706.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0025 802-76025 13.600 m2 | 151.00000 2053.60| 134.55000 1829.88| 134.55000 1829.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0026 802-76035 1.400 m2 | 163.00000 228.20| 137.24000 192.14| 137.24000 192.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0027 808-04298 1.000 EACH| 385.00000 385.00| 385.00000 385.00| 325.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0028 808-06703 3222.000 m | 0.84000 2706.48| 0.84000 2706.48| 0.80000 2577.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0029 808-75240 293.000 m | 0.84000 246.12| 0.84000 246.12| 0.80000 234.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0030 808-75245 1217.000 m | 0.84000 1022.28| 0.84000 1022.28| 0.80000 973.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0031 621-06560 2545.000 m2 | 1.00000 2545.00| 1.00000 2545.00| 0.74000 1883.30 MULCHED SEEDING, U | | | 0032 303-04095 20.000 Mg | 22.00000 440.00| 30.00000 600.00| 31.50000 630.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0033 808-75297 7.000 m | 6.00000 42.00| 15.00000 105.00| 22.00000 154.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,344.25 ROUTE : 18TH CALL ORDER : 350 CONTRACT ID : R -24989-A COUNTIES : LAPORTE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 1.000 EACH| 500.00000 500.00| 800.00000 800.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 298,406.48| $ 335,455.70| $ 349,803.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,406.48| $ 335,455.70| $ 349,803.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 352 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 352 CONTRACT ID : R -24990-A COUNTIES : JEFFERSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/10/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9992031 OLENTANGY RESTORATION $ 614,760.00 100.0000% 2 35-1161310 TAYLOR BROTHERS CONSTRUCTION $ 711,453.11 115.7285% 3 35-1385672 FORCE CONSTRUCTION $ 927,609.58 150.8897% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 354 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,750,850.64 ROUTE : SR 156 CALL ORDER : 354 CONTRACT ID : R -24991-B COUNTIES : SWITZERLAND LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/11/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 347800E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,515,661.65 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,581,931.69 104.3723% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |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 105-06845 LUMP| 45000.00000 45000.00| 19488.00000 19488.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 19132.11000 19132.11| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 5000.00000 5000.00| 2400.00000 2400.00| CLEARING RIGHT OF WAY | | | 0004 202-60820 1173.300 SYS | 4.00000 4693.20| 3.52000 4130.02| SURFACE MILLING, ASPHALT | | | 0005 203-02000 9181.000 CYS | 10.00000 91810.00| 10.60000 97318.60| EXCAVATION, COMMON | | | 0006 205-02224 14767.000 LFT | 2.00000 29534.00| 1.06000 15653.02| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02234 5.000 EACH| 200.00000 1000.00| 200.00000 1000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0008 205-02236 2.000 EACH| 200.00000 400.00| 80.00000 160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0009 205-02237 16.000 EACH| 50.00000 800.00| 139.00000 2224.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0010 211-02060 1418.000 CYS | 25.00000 35450.00| 35.60000 50480.80| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-04095 2063.300 TON | 19.50000 40234.35| 19.67000 40585.12| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0012 303-52308 1951.900 TON | 15.00000 29278.50| 16.59000 32382.03| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 401-05437 9800.100 TON | 32.00000 313603.20| 37.35000 366033.74| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 354 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,750,850.64 ROUTE : SR 156 CALL ORDER : 354 CONTRACT ID : R -24991-B COUNTIES : SWITZERLAND LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05455 5693.200 TON | 35.00000 199262.00| 40.09000 228240.39| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 2637.900 TON | 45.50000 120024.45| 44.52000 117439.31| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05474 1640.200 TON | 36.50000 59867.30| 38.51000 63164.11| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 349.700 TON | 53.50000 18708.95| 46.13000 16131.67| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05495 827.000 TON | 42.00000 34734.00| 51.10000 42259.70| HMA WEDGE AND LEVEL | | | 0019 405-05517 36.200 TON | 250.00000 9050.00| 347.93000 12595.07| ASPHALT FOR PRIME COAT | | | 0020 406-05520 20.400 TON | 200.00000 4080.00| 362.53000 7395.62| ASPHALT FOR TACK COAT | | | 0021 602-06646 400.000 LFT | 50.00000 20000.00| 63.60000 25440.00| TEMPORARY CONCRETE BARRIER | | | 0022 603-98226 90.000 LFT | 50.00000 4500.00| 20.00000 1800.00| FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0023 605-02493 221.200 SYS | 120.00000 26544.00| 90.00000 19908.00| CURB ISLAND, CONCRETE | | | 0024 605-06120 78.000 LFT | 55.00000 4290.00| 18.00000 1404.00| CURB, CONCRETE | | | 0025 605-06160 1809.000 LFT | 50.00000 90450.00| 19.50000 35275.50| CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0026 610-05527 41.100 TON | 100.00000 4110.00| 141.79000 5827.57| HMA FOR APPROACHES | | | 0027 611-06497 1.000 EACH| 200.00000 200.00| 105.00000 105.00| MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 27.000 EACH| 225.00000 6075.00| 110.00000 2970.00| RIGHT OF WAY MARKER | | | 0029 621-02363 16191.000 SYS | 0.50000 8095.50| 0.34000 5504.94| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06553 609.000 LBS | 10.00000 6090.00| 4.00000 2436.00| SEED MIXTURE, R | | | 0031 714-04733 116.000 LFT | 1326.00000 153816.00| 1665.00000 193140.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 14 FT. O IN. X 9 FT. O IN. | | | 0032 714-06660 62.700 SYS | 320.00000 20064.00| 391.00000 24515.70| WINGWALL | | | 0033 715-05118 42.000 LFT | 30.00000 1260.00| 38.20000 1604.40| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 354 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,750,850.64 ROUTE : SR 156 CALL ORDER : 354 CONTRACT ID : R -24991-B COUNTIES : SWITZERLAND LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05149 947.000 LFT | 28.00000 26516.00| 32.70000 30966.90| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0035 715-05152 37.000 LFT | 30.00000 1110.00| 40.30000 1491.10| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0036 715-46000 2.000 EACH| 200.00000 400.00| 283.00000 566.00| PIPE END SECTION, 12 IN. | | | 0037 720-45055 1.000 EACH| 1500.00000 1500.00| 1960.00000 1960.00| INLET, M10 | | | 0038 720-45155 6.000 EACH| 1200.00000 7200.00| 1990.00000 11940.00| INLET, M10, MODIFIED | | | 0039 720-45410 2.000 EACH| 1500.00000 3000.00| 2801.00000 5602.00| MANHOLE, C4 | | | 0040 720-96127 2.000 EACH| 1200.00000 2400.00| 2604.00000 5208.00| CATCH BASIN, K13 | | | 0041 801-06203 31710.000 LFT | 0.10000 3171.00| 0.09000 2853.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06640 6.000 EACH| 125.00000 750.00| 95.00000 570.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 12.000 EACH| 40.00000 480.00| 30.00000 360.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 40000.00000 40000.00| 46142.23000 46142.23| MAINTAINING TRAFFIC | | | 0045 802-02489 253.000 LFT | 25.00000 6325.00| 18.00000 4554.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0046 802-76030 146.000 SFT | 25.00000 3650.00| 18.00000 2628.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0047 802-91122 5.000 EACH| 250.00000 1250.00| 170.00000 850.00| SIGN, GROUND MOUNTED, RESET | | | 0048 808-06712 1950.000 LFT | 0.10000 195.00| 0.07000 136.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 18770.000 LFT | 0.10000 1877.00| 0.07000 1313.90| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06714 102.000 LFT | 0.10000 10.20| 0.07000 7.14| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75297 281.000 LFT | 3.00000 843.00| 2.60000 730.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75320 9.000 EACH| 60.00000 540.00| 55.00000 495.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 354 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,750,850.64 ROUTE : SR 156 CALL ORDER : 354 CONTRACT ID : R -24991-B COUNTIES : SWITZERLAND LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75325 9.000 EACH| 85.00000 765.00| 75.00000 675.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 98.000 EACH| 7.50000 735.00| 6.50000 637.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 164.000 EACH| 30.00000 4920.00| 25.00000 4100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,515,661.65| $ 1,581,931.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,515,661.65| $ 1,581,931.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,231.24 ROUTE : 237 CALL ORDER : 360 CONTRACT ID : R -25029-A COUNTIES : PERRY LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 095100J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 18,337.31 100.0000% 2 35-0958970 LUTGRING BROTHERS, INC. $ 18,998.20 103.6040% 3 35-1714030 MILES EXCAVATING, INC. $ 19,380.51 105.6889% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0958970 |(3) 35-1714030 |YARDBERRY LANDSCAPE |LUTGRING BROTHERS, INC. |MILES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 3500.00000 3500.00| 3900.00000 3900.00| 4300.00000 4300.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 30 | | | 0002 202-03000 LUMP| 3000.00000 3000.00| 3800.00000 3800.00| 3600.00000 3600.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 41 | | | 0003 202-03000 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 3900.00000 3900.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 45 | | | 0004 202-03000 LUMP| 4000.00000 4000.00| 4240.00000 4240.00| 4600.00000 4600.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 81 | | | 0005 202-03135 0.370 m2 | 1000.00000 370.00| 1800.00000 666.00| 40.54000 15.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0006 621-01004 1.000 EACH| 750.00000 750.00| 500.00000 500.00| 480.00000 480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06545 1.810 Mg | 500.00000 905.00| 250.00000 452.50| 570.00000 1031.70 FERTILIZER | | | 0008 621-06554 136.080 kg | 7.00000 952.56| 5.00000 680.40| 3.90000 530.71 SEED MIXTURE, U | | | 0009 621-06565 1.810 Mg | 475.00000 859.75| 530.00000 959.30| 510.00000 923.10 MULCHING MATERIAL | | | SECTION TOTALS | $ 18,337.31| $ 18,998.20| $ 19,380.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,337.31| $ 18,998.20| $ 19,380.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,441.16 ROUTE : 36 CALL ORDER : 370 CONTRACT ID : R -25032-A COUNTIES : PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 07610AC SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 17,200.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 18,672.42 108.5605% 3 35-1924539 LANGENFELD WRECKING $ 20,831.23 121.1118% 4 35-1127746 S & G EXCAVATING INC $ 29,302.25 170.3619% 5 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 33,481.24 194.6583% 6 35-1673827 HENDERSON, H.E., INC. $ 51,171.67 297.5097% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 52,975.56 307.9974% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1817574 |(3) 35-1924539 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |LANGENFELD WRECKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 200.00000 200.00| 3000.00000 3000.00| 400.00000 400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03000 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 8300.00000 8300.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 12 | | | 0003 202-03000 LUMP| 8720.11000 8720.11| 7000.00000 7000.00| 9200.00000 9200.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0004 621-01004 1.000 EACH| 600.00000 600.00| 700.00000 700.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 425.00000 578.00| 450.00000 612.00| 560.00000 761.60 FERTILIZER | | | 0006 621-06553 102.060 kg | 4.80000 489.89| 7.00000 714.42| 8.85000 903.23 SEED MIXTURE, R | | | 0007 621-06565 1.360 Mg | 450.00000 612.00| 475.00000 646.00| 490.00000 666.40 MULCHING MATERIAL | | | SECTION TOTALS | $ 17,200.00| $ 18,672.42| $ 20,831.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,200.00| $ 18,672.42| $ 20,831.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,441.16 ROUTE : 36 CALL ORDER : 370 CONTRACT ID : R -25032-A COUNTIES : PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1127746 |(5) 35-1381845 |(6) 35-1673827 |S & G EXCAVATING INC |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 800.00000 800.00| 900.00000 900.00| 924.00000 924.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03000 LUMP| 11430.00000 11430.00| 12000.00000 12000.00| 20818.50000 20818.50 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 12 | | | 0003 202-03000 LUMP| 13740.00000 13740.00| 17000.00000 17000.00| 26160.00000 26160.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0004 621-01004 1.000 EACH| 600.00000 600.00| 575.00000 575.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 220.00000 299.20| 800.00000 1088.00| 727.65000 989.60 FERTILIZER | | | 0006 621-06553 102.060 kg | 5.85000 597.05| 10.60000 1081.84| 9.72000 992.02 SEED MIXTURE, R | | | 0007 621-06565 1.360 Mg | 1350.00000 1836.00| 615.00000 836.40| 560.70000 762.55 MULCHING MATERIAL | | | SECTION TOTALS | $ 29,302.25| $ 33,481.24| $ 51,171.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,302.25| $ 33,481.24| $ 51,171.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,441.16 ROUTE : 36 CALL ORDER : 370 CONTRACT ID : R -25032-A COUNTIES : PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 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 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 23600.00000 23600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03000 LUMP| 26360.00000 26360.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 12 | | | 0003 202-03000 LUMP| 630.00000 630.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0004 621-01004 1.000 EACH| 420.00000 420.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 520.00000 707.20| | FERTILIZER | | | 0006 621-06553 102.060 kg | 6.00000 612.36| | SEED MIXTURE, R | | | 0007 621-06565 1.360 Mg | 475.00000 646.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 52,975.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,975.56| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,044.72 ROUTE : CALL ORDER : 380 CONTRACT ID : R -25073-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945053 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 382,093.97 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 435,087.90 113.8693% 3 35-1035700 BUCKO CONSTRUCTION $ 470,281.33 123.0800% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN TRAIL | | | 0001 105-01925 4.000 MOS | 1800.00000 7200.00| 2991.77000 11967.08| 1500.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 38145.79000 38145.79| 27800.00000 27800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 32235.49000 32235.49| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 12618.14000 12618.14| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 203-90014 15.000 STA | 1600.00000 24000.00| 1292.04000 19380.60| 4200.00000 63000.00 LINEAR GRADING | | | 0006 205-02224 1400.000 m | 5.40000 7560.00| 3.47000 4858.00| 5.40000 7560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 210-03825 2.000 EACH| 12000.00000 24000.00| 11300.00000 22600.00| 16000.00000 32000.00 SHELTER | | | 0008 303-52308 1260.000 Mg | 15.00000 18900.00| 20.42000 25729.20| 16.35000 20601.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 406-05520 1.420 Mg | 200.00000 284.00| 352.92000 501.15| 890.00000 1263.80 ASPHALT FOR TACK COAT | | | 0010 604-01527 50.000 m2 | 150.00000 7500.00| 101.18000 5059.00| 140.00000 7000.00 PAVERS, BRICK | | | 0011 604-01920 110.000 m2 | 210.00000 23100.00| 170.59000 18764.90| 200.00000 22000.00 CONCRETE PAVERS | | | 0012 604-03642 250.000 m2 | 180.00000 45000.00| 147.06000 36765.00| 180.00000 45000.00 ASPHALT BLOCK PAVERS | | | 0013 604-05528 1025.000 Mg | 40.00000 41000.00| 36.81000 37730.25| 34.10000 34952.50 SIDEWALK, HMA | | | 0014 610-05527 315.000 Mg | 45.00000 14175.00| 43.59000 13730.85| 46.90000 14773.50 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,044.72 ROUTE : CALL ORDER : 380 CONTRACT ID : R -25073-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 611-03671 6.000 EACH| 350.00000 2100.00| 890.75000 5344.50| 1700.00000 10200.00 TRASH RECEPTACLE | | | 0016 621-06560 10600.000 m2 | 0.72000 7632.00| 0.88000 9328.00| 0.72000 7632.00 MULCHED SEEDING, U | | | 0017 621-98038 100.000 m3 | 65.00000 6500.00| 27.69000 2769.00| 65.00000 6500.00 MULCH, HARDWOOD SHREDDED BARK | | | 0018 622-01937 25.000 EACH| 250.00000 6250.00| 147.06000 3676.50| 250.00000 6250.00 PLANT , PINUS STROBUS | | | 0019 622-04321 133.000 EACH| 36.00000 4788.00| 52.94000 7041.02| 36.00000 4788.00 PLANT, POTENTILLA FRUTICOSA | | | 0020 622-04322 10.000 EACH| 60.00000 600.00| 52.94000 529.40| 60.00000 600.00 PLANT, LIGUSTRUM X VICARYI | | | 0021 622-04323 84.000 EACH| 45.00000 3780.00| 52.94000 4446.96| 45.00000 3780.00 PLANT, SPIRAEA JAPONICA | | | 0022 622-92017 33.000 EACH| 450.00000 14850.00| 147.06000 4852.98| 450.00000 14850.00 PLANT, CORNUS FLORIDA | | | 0023 622-95045 30.000 EACH| 75.00000 2250.00| 107.06000 3211.80| 75.00000 2250.00 PLANT, EUONYMUS ALATA, COMPACTA | | | 0024 622-96452 15.000 EACH| 300.00000 4500.00| 217.65000 3264.75| 300.00000 4500.00 PLANT, ACER RUBRUM OCTOBER GLORY | | | 0025 622-98052 4.000 EACH| 325.00000 1300.00| 172.94000 691.76| 325.00000 1300.00 PLANT, CRATAEGUS VIRIDIS WINTERKING | | | 0026 622-99024 5.000 EACH| 290.00000 1450.00| 111.18000 555.90| 290.00000 1450.00 PLANT, FRAXINUS PENNSYLVANICA | | | 0027 702-90915 28.080 m3 | 400.00000 11232.00| 416.65000 11699.53| 300.00000 8424.00 CONCRETE, A | | | 0028 712-03812 10.000 EACH| 900.00000 9000.00| 1325.03000 13250.30| 1900.00000 19000.00 BENCH | | | 0029 801-06606 6.000 EACH| 60.00000 360.00| 70.59000 423.54| 60.00000 360.00 BARRICADE, IIIB | | | 0030 801-06640 12.000 EACH| 80.00000 960.00| 94.12000 1129.44| 80.00000 960.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 2500.00000 2500.00| 4172.72000 4172.72| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0032 802-03896 3.000 EACH| 1000.00000 3000.00| 352.94000 1058.82| 1000.00000 3000.00 BOLLARD | | | 0033 802-04314 2.000 EACH| 7650.00000 15300.00| 9000.00000 18000.00| 7650.00000 15300.00 SIGN , IDENTITY | | | 0034 802-04314 2.000 EACH| 5450.00000 10900.00| 6411.77000 12823.54| 5450.00000 10900.00 SIGN , INFORMATION | | | 0035 802-04314 3.000 EACH| 2000.00000 6000.00| 2352.94000 7058.82| 2000.00000 6000.00 SIGN , TRAIL TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,044.72 ROUTE : CALL ORDER : 380 CONTRACT ID : R -25073-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 802-76025 3.550 m2 | 134.55000 477.65| 163.23000 579.47| 134.55000 477.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0037 802-76055 40.000 m | 26.24000 1049.60| 12.39000 495.60| 26.24000 1049.60 SIGN POST, A | | | 0038 805-04980 2.000 EACH| 2200.00000 4400.00| 2588.24000 5176.48| 2200.00000 4400.00 FLASHING BEACON W/PEDESTRIAN SIGN,150mm | | | I-BEAM & FOUND'N | | | 0039 805-06592 14.000 m | 32.80000 459.20| 38.59000 540.26| 32.80000 459.20 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0040 805-86805 2.000 EACH| 1500.00000 3000.00| 1764.71000 3529.42| 1500.00000 3000.00 SERVICE POINT, I | | | 0041 805-86930 4.000 EACH| 15.00000 60.00| 17.65000 70.60| 15.00000 60.00 INSULATING LINK, NOT WATERPROOFED | | | 0042 805-98335 95.000 m | 13.12000 1246.40| 15.44000 1466.80| 13.12000 1246.40 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0043 805-98336 14.000 m | 13.12000 183.68| 15.44000 216.16| 13.12000 183.68 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0044 807-03951 3.000 EACH| 1000.00000 3000.00| 1176.47000 3529.41| 1000.00000 3000.00 LIGHT POLE, ORNAMENTAL | | | 0045 807-04653 3.000 EACH| 450.00000 1350.00| 529.41000 1588.23| 450.00000 1350.00 LIGHTING FOUNDATION W/GROUNDING, | | | CONCRETE,610mmX610mmX1350mm | | | 0046 807-04866 3.000 EACH| 525.00000 1575.00| 617.65000 1852.95| 525.00000 1575.00 LUMINAIRE , ORNAMENTAL | | | 0047 807-04967 20.000 m | 3.28000 65.60| 3.86000 77.20| 3.28000 65.60 CABLE ,POLE CIRCUIT,Vc #10 THW(TW) | | | STRANDED CU | | | 0048 807-86910 3.000 EACH| 25.00000 75.00| 29.41000 88.23| 25.00000 75.00 CONNECTOR KIT, UNFUSED | | | 0049 807-86915 3.000 EACH| 28.00000 84.00| 32.94000 98.82| 28.00000 84.00 CONNECTOR KIT, FUSED | | | 0050 808-06694 18.000 m | 1.64000 29.52| 1.93000 34.74| 2.65000 47.70 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0051 808-06713 200.000 m | 0.82000 164.00| 0.96000 192.00| 0.95000 190.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06726 6.000 m | 4.92000 29.52| 5.79000 34.74| 3.95000 23.70 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,044.72 ROUTE : CALL ORDER : 380 CONTRACT ID : R -25073-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75078 30.000 m | 2.46000 73.80| 2.89000 86.70| 3.30000 99.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0054 621-01004 1.000 EACH| 900.00000 900.00| 811.76000 811.76| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06570 520.000 m3 | 20.00000 10400.00| 36.93000 19203.60| 25.00000 13000.00 TOP SOIL | | | SECTION TOTALS | $ 382,093.97| $ 435,087.90| $ 470,281.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,093.97| $ 435,087.90| $ 470,281.33 ====================================================================================================================================