INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/24/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2001011 2001011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 688,713.14 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 690,211.56 100.2175% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 7.000 MOS | 1500.00000 10500.00| 1300.00000 9100.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 11680.00000 11680.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34400.00000 34400.00| 34510.57000 34510.57| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 8739.00000 8739.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 m | 7.00000 280.00| 23.00000 920.00| GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 600.00000 600.00| 720.00000 720.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0007 202-60821 6777.500 m2 | 2.00000 13555.00| 1.76000 11928.40| SURFACE MILLING, BITUMINOUS | | | 0008 202-78515 LUMP| 2340.00000 2340.00| 2340.00000 2340.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 2134.000 m3 | 22.00000 46948.00| 16.15000 34464.10| EXCAVATION, COMMON | | | 0010 203-02045 1511.000 m3 | 2.00000 3022.00| 10.00000 15110.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 1037.000 m3 | 15.00000 15555.00| 13.50000 13999.50| BORROW | | | 0012 205-02224 169.000 m | 5.75000 971.75| 5.75000 971.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 10.000 m | 32.50000 325.00| 32.50000 325.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02232 3.000 m3 | 100.00000 300.00| 70.00000 210.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0015 211-02060 331.000 m3 | 0.10000 33.10| 14.00000 4634.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 3534.000 Mg | 12.00000 42408.00| 11.35000 40110.90| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 53.500 Mg | 15.00000 802.50| 37.85000 2024.98| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 401-06264 LUMP| 900.00000 900.00| 3840.00000 3840.00| PROFILOGRAPH, HMA | | | 0019 402-05468 2057.000 Mg | 33.00000 67881.00| 30.40000 62532.80| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05470 584.500 Mg | 33.00000 19288.50| 34.45000 20136.03| HMA BASE C25.0 mm, MAINLINE | | | 0021 402-05474 1854.000 Mg | 35.00000 64890.00| 31.05000 57566.70| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 858.000 Mg | 40.00000 34320.00| 39.50000 33891.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 77.500 Mg | 33.00000 2557.50| 63.85000 4948.38| HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05487 69.000 Mg | 35.00000 2415.00| 69.55000 4798.95| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0025 404-05511 549.500 m2 | 3.00000 1648.50| 4.60000 2527.70| SEAL COAT, 2 | | | 0026 405-05517 7.600 Mg | 250.00000 1900.00| 385.00000 2926.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 8.500 Mg | 250.00000 2125.00| 540.00000 4590.00| ASPHALT FOR TACK COAT | | | 0028 601-06037 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, I | | | 0029 603-06045 55.500 m | 41.30000 2292.15| 72.70000 4034.85| FENCE, CHAIN LINK, 1220 mm | | | 0030 605-52807 692.000 m | 36.00000 24912.00| 37.65000 26053.80| CURB AND GUTTER, COMBINED | | | 0031 610-05527 109.000 Mg | 44.00000 4796.00| 44.00000 4796.00| HMA FOR APPROACHES | | | 0032 611-05330 588.000 m2 | 45.00000 26460.00| 34.50000 20286.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-06497 3.000 EACH| 100.00000 300.00| 265.00000 795.00| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06490 15.000 EACH| 150.00000 2250.00| 145.00000 2175.00| RIGHT OF WAY MARKER | | | 0035 615-06505 3.000 EACH| 150.00000 450.00| 670.00000 2010.00| MONUMENT, B | | | 0036 616-02320 46.000 m2 | 3.00000 138.00| 6.00000 276.00| GEOTEXTILES | | | 0037 616-06451 12.300 Mg | 30.00000 369.00| 43.00000 528.90| RIPRAP, UNIFORM | | | 0038 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-03787 0.500 kg | 625.00000 312.50| 625.00000 312.50| SEED MIXTURE, D | | | 0040 621-06545 0.210 Mg | 450.00000 94.50| 450.00000 94.50| FERTILIZER | | | 0041 621-06565 0.070 Mg | 500.00000 35.00| 500.00000 35.00| MULCHING MATERIAL | | | 0042 621-06575 4754.500 m2 | 3.65000 17353.93| 3.65000 17353.93| SODDING, NURSERY | | | 0043 715-05019 31.000 m | 250.00000 7750.00| 222.35000 6892.85| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05048 410.000 m | 16.50000 6765.00| 15.25000 6252.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05149 235.500 m | 98.00000 23079.00| 119.75000 28201.13| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 279.500 m | 98.00000 27391.00| 105.10000 29375.45| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05154 10.000 m | 125.00000 1250.00| 167.85000 1678.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05169 24.600 m | 98.00000 2410.80| 97.85000 2407.11| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-46000 6.000 EACH| 250.00000 1500.00| 180.00000 1080.00| PIPE END SECTION, 300 mm | | | 0050 715-46005 5.000 EACH| 300.00000 1500.00| 225.00000 1125.00| PIPE END SECTION, 375 mm | | | 0051 715-46020 1.000 EACH| 400.00000 400.00| 415.00000 415.00| PIPE END SECTION, 600 mm | | | 0052 715-46040 2.000 EACH| 600.00000 1200.00| 850.00000 1700.00| PIPE END SECTION, 900 mm | | | 0053 718-52610 82.500 m3 | 25.00000 2062.50| 29.25000 2413.13| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 718-99153 980.000 m2 | 1.20000 1176.00| 1.25000 1225.00| GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-44000 3.000 EACH| 300.00000 900.00| 335.00000 1005.00| CASTING, ADJUST TO GRADE | | | 0056 720-45045 15.000 EACH| 1400.00000 21000.00| 1345.00000 20175.00| INLET, J10 | | | 0057 720-45410 3.000 EACH| 1900.00000 5700.00| 1535.00000 4605.00| MANHOLE, C4 | | | 0058 801-06207 1504.000 m | 2.95000 4436.80| 2.60000 3910.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06216 6.000 m | 15.00000 90.00| 16.00000 96.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0060 801-06606 5.000 EACH| 90.00000 450.00| 85.00000 425.00| BARRICADE, IIIB | | | 0061 801-06640 22.000 EACH| 75.00000 1650.00| 86.00000 1892.00| CONSTRUCTION SIGN, A | | | 0062 801-06710 15.000 DAY | 20.00000 300.00| 18.00000 270.00| FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 20000.00000 20000.00| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0064 802-05701 3.000 m | 32.80000 98.40| 46.09000 138.27| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 2.700 m2 | 129.00000 348.30| 399.05000 1077.44| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 10.666 m2 | 139.92000 1492.39| 224.33000 2392.70| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 0.560 m2 | 190.00000 106.40| 145.03000 81.22| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0068 802-94715 LUMP| 1500.00000 1500.00| 423.00000 423.00| SIGNS, SHEET, REMOVE AND RESET | | | 0069 805-01815 4.000 EACH| 1297.17000 5188.68| 1297.17000 5188.68| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0070 805-01842 10.000 EACH| 620.00000 6200.00| 620.00000 6200.00| HANDHOLE, SIGNAL | | | 0071 805-02087 LUMP| 225.00000 225.00| 225.00000 225.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-06592 467.000 m | 29.73000 13883.91| 29.73000 13883.91| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-06834 1.000 EACH| 6756.00000 6756.00| 8986.00000 8986.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0074 805-78205 4.000 EACH| 330.00000 1320.00| 330.00000 1320.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78215 4.000 EACH| 355.00000 1420.00| 355.00000 1420.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0076 805-78230 4.000 EACH| 541.00000 2164.00| 541.00000 2164.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0077 805-78415 4.000 EACH| 1245.00000 4980.00| 1245.00000 4980.00| SPAN, CATENARY, AND TETHER | | | 0078 805-78420 4.000 EACH| 159.59000 638.36| 159.59000 638.36| DISCONNECT HANGER | | | 0079 805-78445 1.000 EACH| 409.56000 409.56| 409.56000 409.56| SIGNAL SERVICE | | | 0080 805-78467 22.000 m | 4.98000 109.56| 4.98000 109.56| SIGNAL CABLE, 3C 8GA. | | | 0081 805-78470 1278.000 m | 1.81000 2313.18| 1.81000 2313.18| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0082 805-78485 316.000 m | 3.20000 1011.20| 3.20000 1011.20| SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 285.000 m | 3.65000 1040.25| 3.65000 1040.25| SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 1812.000 m | 2.63000 4765.56| 2.63000 4765.56| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 10.000 EACH| 432.66000 4326.60| 432.66000 4326.60| SIGNAL DETECTOR HOUSING | | | 0086 805-78795 430.000 m | 24.90000 10707.00| 24.90000 10707.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH| 709.74000 709.74| 709.74000 709.74| CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81060 4.000 EACH| 2774.00000 11096.00| 2774.00000 11096.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0089 805-92504 10.000 EACH| 208.82000 2088.20| 208.82000 2088.20| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0090 808-06701 111.000 m | 0.90000 99.90| 0.90000 99.90| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,353.42 ROUTE : US 30 CALL ORDER : 100 CONTRACT ID : R -23922-B COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 | |WALSH & KELLY |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-06703 539.000 m | 0.90000 485.10| 0.90000 485.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0092 808-06713 345.000 m | 0.60000 207.00| 0.60000 207.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06714 376.000 m | 0.60000 225.60| 0.60000 225.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0094 808-75245 1204.000 m | 0.90000 1083.60| 0.90000 1083.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75278 84.300 m | 2.90000 244.47| 2.90000 244.47| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0096 808-75297 71.000 m | 8.65000 614.15| 8.65000 614.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0097 808-75320 20.000 EACH| 45.00000 900.00| 45.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 11.000 EACH| 65.00000 715.00| 65.00000 715.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 688,713.14| $ 690,211.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 688,713.14| $ 690,211.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/20/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1444002 1444002 1444002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 809,061.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 814,104.88 100.6233% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |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 UTILITY RELOCATION | | | 0001 105-01925 8.000 MOS | 1230.66000 9845.28| 1895.00000 15160.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10700.00000 10700.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44083.58000 44083.58| 40631.00000 40631.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9464.77000 9464.77| 8061.00000 8061.00| CLEARING RIGHT OF WAY | | | 0005 202-02170 2.000 EACH| 372.96000 745.92| 395.00000 790.00| VALVE BOX, ABANDON , AND HYDRANTS | | | 0006 202-03000 LUMP| 2154.91000 2154.91| 2995.00000 2995.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0007 202-60820 523.000 m2 | 7.87000 4116.01| 5.00000 2615.00| SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 1288.03000 1288.03| 1508.00000 1508.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-96151 LUMP| 1288.03000 1288.03| 234.00000 234.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 203-02000 1167.000 m3 | 22.19000 25895.73| 25.00000 29175.00| EXCAVATION, COMMON | | | 0011 205-02229 9.000 m | 16.50000 148.50| 17.15000 154.35| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02236 11.000 EACH| 75.00000 825.00| 78.00000 858.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02050 100.000 m3 | 18.51000 1851.00| 16.00000 1600.00| B BORROW | | | 0014 211-02060 1810.000 m3 | 23.16000 41919.60| 22.00000 39820.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 65.000 Mg | 25.53000 1659.45| 18.00000 1170.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0016 303-52308 1508.000 Mg | 20.60000 31064.80| 15.40000 23223.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 35.000 Mg | 92.60000 3241.00| 125.00000 4375.00| HMA FOR PATCHING | | | 0018 402-05468 1162.000 Mg | 48.46000 56310.52| 48.25000 56066.50| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05470 536.000 Mg | 51.23000 27459.28| 43.50000 23316.00| HMA BASE C25.0 mm, MAINLINE | | | 0020 402-05473 1044.000 Mg | 46.74000 48796.56| 45.10000 47084.40| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0021 402-05477 475.000 Mg | 57.95000 27526.25| 52.90000 25127.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 49.000 Mg | 72.31000 3543.19| 51.00000 2499.00| HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 239.000 Mg | 54.81000 13099.59| 52.90000 12643.10| HMA WEDGE AND LEVEL | | | 0024 406-05520 3.200 Mg | 223.46000 715.07| 395.00000 1264.00| ASPHALT FOR TACK COAT | | | 0025 407-04348 268.000 m2 | 8.06000 2160.08| 5.25000 1407.00| SEAL COAT, 2 | | | 0026 605-06120 81.000 m | 46.93000 3801.33| 49.75000 4029.75| CURB, CONCRETE | | | 0027 605-06155 519.000 m | 47.01000 24398.19| 41.45000 21512.55| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 605-06250 5.000 m2 | 276.24000 1381.20| 150.00000 750.00| CENTER CURB, C, CONCRETE | | | 0029 611-95728 769.000 m2 | 34.42000 26468.98| 44.90000 34528.10| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0030 615-06490 21.000 EACH| 115.00000 2415.00| 156.00000 3276.00| RIGHT OF WAY MARKER | | | 0031 615-06527 1.000 EACH| 750.00000 750.00| 364.00000 364.00| MONUMENT, SECTION CORNER | | | 0032 616-02320 4.000 m2 | 20.00000 80.00| 6.00000 24.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 1.200 Mg | 100.00000 120.00| 140.00000 168.00| RIPRAP, REVETMENT | | | 0034 621-06567 89.000 kL | 0.75000 66.75| 0.80000 71.20| WATER | | | 0035 621-06575 4890.000 m2 | 3.25000 15892.50| 3.35000 16381.50| SODDING, NURSERY | | | 0036 715-05048 485.000 m | 19.81000 9607.85| 11.50000 5577.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05149 199.000 m | 63.50000 12636.50| 144.60000 28775.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-05151 114.000 m | 70.53000 8040.42| 87.45000 9969.30| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05153 173.000 m | 90.12000 15590.76| 111.95000 19367.35| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0040 715-05154 110.000 m | 94.37000 10380.70| 119.40000 13134.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0041 715-05156 138.000 m | 132.98000 18351.24| 149.45000 20624.10| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0042 715-46030 1.000 EACH| 979.64000 979.64| 715.00000 715.00| PIPE END SECTION, 750 mm | | | 0043 718-52610 118.000 m3 | 36.38000 4292.84| 35.00000 4130.00| AGGREGATE FOR UNDERDRAINS | | | 0044 718-99153 1189.000 m2 | 4.23000 5029.47| 2.50000 2972.50| GEOTEXTILES FOR UNDERDRAIN | | | 0045 720-44000 1.000 EACH| 329.07000 329.07| 325.00000 325.00| CASTING, ADJUST TO GRADE | | | 0046 720-45015 2.000 EACH| 1509.90000 3019.80| 1140.00000 2280.00| INLET, A8 | | | 0047 720-45045 4.000 EACH| 1629.37000 6517.48| 1235.00000 4940.00| INLET, J10 | | | 0048 720-45250 2.000 EACH| 2038.45000 4076.90| 1415.00000 2830.00| CATCH BASIN, K10 | | | 0049 720-45265 3.000 EACH| 536.17000 1608.51| 725.00000 2175.00| PIPE CATCH BASIN, 375 mm | | | 0050 720-45270 8.000 EACH| 599.55000 4796.40| 850.00000 6800.00| PIPE CATCH BASIN, 450 mm | | | 0051 720-45410 4.000 EACH| 2150.61000 8602.44| 1700.00000 6800.00| MANHOLE, C4 | | | 0052 720-45415 2.000 EACH| 3323.41000 6646.82| 2540.00000 5080.00| MANHOLE, D4 | | | 0053 720-94612 1.000 EACH| 4260.81000 4260.81| 2835.00000 2835.00| MANHOLE, K4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-98687 3.000 EACH| 1927.90000 5783.70| 1415.00000 4245.00| CATCH BASIN, M10 | | | 0055 732-03223 6.000 EACH| 52.54000 315.24| 200.00000 1200.00| RECONNECTED NEW METER PIT ASSEMBLY | | | 0056 732-03942 2.000 EACH| 2011.86000 4023.72| 2195.00000 4390.00| HYDRANT | | | 0057 732-03942 1.000 EACH| 831.81000 831.81| 915.00000 915.00| HYDRANT , RELOCATE | | | 0058 732-04750 6.000 EACH| 78.95000 473.70| 280.00000 1680.00| CORPORATION STOP | | | 0059 732-04836 1.000 EACH| 2090.10000 2090.10| 1395.00000 1395.00| GATE VALVE AND BOX, 300mm | | | 0060 732-04963 LUMP| 2612.56000 2612.56| 2500.00000 2500.00| WATER MAIN , ABANDONMENT OF EXISTING | | | 0061 732-04965 92.000 m | 121.93000 11217.56| 60.00000 5520.00| WATER SERVICE LINE , 18.75 mm | | | 0062 732-04987 1.000 EACH| 3304.72000 3304.72| 2535.00000 2535.00| CONNECTION , TYPE A, 150 mm | | | 0063 732-04987 2.000 EACH| 4908.16000 9816.32| 4195.00000 8390.00| CONNECTION , TYPE A, 300 mm | | | 0064 732-04987 2.000 EACH| 1103.96000 2207.92| 500.00000 1000.00| CONNECTION , TYPE B, 150 mm | | | 0065 732-04987 1.000 EACH| 2524.28000 2524.28| 740.00000 740.00| CONNECTION , TYPE B, 300 mm | | | 0066 732-96670 529.000 m | 101.77000 53836.33| 140.00000 74060.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0067 801-01153 930.000 m | 0.58000 539.40| 0.60000 558.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0068 801-06640 18.000 EACH| 76.00000 1368.00| 71.20000 1281.60| CONSTRUCTION SIGN, A | | | 0069 801-06645 4.000 EACH| 24.00000 96.00| 25.00000 100.00| CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 58324.07000 58324.07| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0071 802-05704 28.000 m | 38.30000 1072.40| 20.80000 582.40| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-05706 12.000 m | 55.14000 661.68| 30.15000 361.80| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76025 7.270 m2 | 223.00000 1621.21| 208.00000 1512.16| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 7.320 m2 | 269.60000 1973.47| 192.40000 1408.37| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76045 3.080 m2 | 210.18000 647.35| 161.20000 496.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0076 805-01842 3.000 EACH| 549.11000 1647.33| 733.20000 2199.60| HANDHOLE, SIGNAL | | | 0077 805-01844 223.000 m | 33.46000 7461.58| 31.20000 6957.60| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0078 805-78100 1.000 EACH| 8186.11000 8186.11| 9275.00000 9275.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0079 805-78205 8.000 EACH| 379.92000 3039.36| 432.00000 3456.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0080 805-78215 1.000 EACH| 379.82000 379.82| 432.00000 432.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0081 805-78415 4.000 EACH| 1359.02000 5436.08| 1410.00000 5640.00| SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 195.30000 781.20| 193.00000 772.00| DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 367.61000 367.61| 515.00000 515.00| SIGNAL SERVICE | | | 0084 805-78467 13.000 m | 4.39000 57.07| 5.05000 65.65| SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 1571.000 m | 1.29000 2026.59| 0.45000 706.95| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78485 34.000 m | 2.92000 99.28| 3.50000 119.00| SIGNAL CABLE, 5C 14GA. | | | 0087 805-78490 183.000 m | 3.29000 602.07| 3.95000 722.85| SIGNAL CABLE, 7C 14GA. | | | 0088 805-78510 1004.000 m | 2.63000 2640.52| 2.00000 2008.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0089 805-78785 10.000 EACH| 411.61000 4116.10| 490.00000 4900.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,912.88 ROUTE : US 24 CALL ORDER : 110 CONTRACT ID : R -24059-B COUNTIES : WHITE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-78795 494.000 m | 23.53000 11623.82| 21.35000 10546.90| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0091 805-78906 4.000 EACH| 1357.38000 5429.52| 1665.00000 6660.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0092 805-78925 1.000 EACH| 584.13000 584.13| 635.00000 635.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0093 805-81060 4.000 EACH| 3007.61000 12030.44| 3165.00000 12660.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0094 805-92504 10.000 EACH| 218.26000 2182.60| 240.00000 2400.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0095 808-06703 294.000 m | 0.89000 261.66| 1.20000 352.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0096 808-06713 480.000 m | 1.25000 600.00| 1.20000 576.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0097 808-06716 300.000 m | 1.95000 585.00| 1.50000 450.00| LINE, REMOVE | | | 0098 808-75245 1422.000 m | 0.89000 1265.58| 1.20000 1706.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75284 108.000 m | 6.50000 702.00| 5.35000 577.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 450 mm | | | 0100 808-75297 47.000 m | 8.70000 408.90| 6.90000 324.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0101 808-75320 13.000 EACH| 50.00000 650.00| 51.00000 663.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 7.000 EACH| 70.00000 490.00| 95.70000 669.90| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-98796 25.000 m | 0.89000 22.25| 1.20000 30.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 809,061.91| $ 814,104.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 809,061.91| $ 814,104.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 235 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0052009 0052009 0052009 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 18,446,049.39 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 19,747,284.03 107.0542% 3 35-1145629 KOESTER EQUIPMENT, INC. & SUBSIDIARIES $ 21,571,985.01 116.9463% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 26,478,000.00 143.5429% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 30,660,000.00 166.2144% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 1701.00000 40824.00| 1750.00000 42000.00| 1217.00000 29208.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 278200.00000 278200.00| 278400.00000 278400.00| 319320.00000 319320.00 CONSTRUCTION ENGINEERING | | | 0006 110-01001 LUMP| 915000.00000 915000.00| 985500.00000 985500.00| 993466.00000 993466.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP| 463100.00000 463100.00| 443300.00000 443300.00| 664364.00000 664364.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP| 1100.00000 1100.00| 1400.00000 1400.00| 1144.00000 1144.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. NO. 3 | | | 0012 202-01347 1.000 EACH| 10000.00000 10000.00| 3025.00000 3025.00| 3146.00000 3146.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0013 202-02240 179.000 SYS | 18.00000 3222.00| 9.50000 1700.50| 18.72000 3350.88 PAVEMENT, REMOVE | | | 0014 202-02241 750.000 LFT | 4.00000 3000.00| 1.45000 1087.50| 5.30000 3975.00 GUARDRAIL, REMOVE | | | 0015 202-03000 LUMP| 2200.00000 2200.00| 1100.00000 1100.00| 812.00000 812.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 107 | | | 0016 202-03000 LUMP| 16200.00000 16200.00| 16545.00000 16545.00| 17207.00000 17207.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 108 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 202-03000 LUMP| 5400.00000 5400.00| 9245.00000 9245.00| 9600.00000 9600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 109 | | | 0018 202-03000 LUMP| 2160.00000 2160.00| 210.00000 210.00| 218.00000 218.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 113 | | | 0019 202-03000 LUMP| 5400.00000 5400.00| 2955.00000 2955.00| 373.00000 373.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 145 | | | 0020 202-03000 LUMP| 1080.00000 1080.00| 210.00000 210.00| 218.00000 218.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 147 | | | 0021 202-03000 LUMP| 540.00000 540.00| 1100.00000 1100.00| 1872.00000 1872.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0022 202-03000 LUMP| 3240.00000 3240.00| 1088.00000 1088.00| 1131.00000 1131.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0023 202-03000 LUMP| 8640.00000 8640.00| 10435.00000 10435.00| 10850.00000 10850.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0024 202-03000 LUMP| 1620.00000 1620.00| 290.00000 290.00| 301.00000 301.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0025 202-03000 LUMP| 4320.00000 4320.00| 4035.00000 4035.00| 4200.00000 4200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | 0026 202-03000 LUMP| 2160.00000 2160.00| 1462.00000 1462.00| 1520.00000 1520.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 85 | | | 0027 202-03000 LUMP| 900.00000 900.00| 1086.12000 1086.12| 210.00000 210.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | 0028 202-05532 546.000 SYS | 7.50000 4095.00| 4.60000 2511.60| 7.80000 4258.80 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0029 202-51328 LUMP| 8800.00000 8800.00| 19000.00000 19000.00| 9152.00000 9152.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0030 202-51330 LUMP| 30000.00000 30000.00| 59900.00000 59900.00| 31200.00000 31200.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0031 203-02000 471556.000 CYS | 3.79000 1787197.24| 3.61000 1702317.16| 4.35000 2051268.60 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 203-02070 134142.000 CYS | 4.00000 536568.00| 4.42000 592907.64| 4.52000 606321.84 BORROW | | | 0034 203-51223 7215.000 CYS | 8.00000 57720.00| 8.20000 59163.00| 6.96000 50216.40 EXCAVATION, WATERWAY | | | 0035 203-93444 7960.000 TON | 15.70000 124972.00| 20.00000 159200.00| 25.20000 200592.00 BACKFILL, ROCK | | | 0036 205-02224 23215.000 LFT | 1.75000 40626.25| 1.80000 41787.00| 1.80000 41787.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0037 205-02227 15650.000 LFT | 2.60000 40690.00| 2.00000 31300.00| 0.31000 4851.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0038 205-02228 1040.000 LFT | 11.50000 11960.00| 20.00000 20800.00| 9.65000 10036.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0039 205-02229 12037.000 LFT | 3.00000 36111.00| 3.15000 37916.55| 2.75000 33101.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0040 205-02231 2497.000 LFT | 14.00000 34958.00| 15.00000 37455.00| 18.75000 46818.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0041 205-02232 235.000 CYS | 11.00000 2585.00| 11.00000 2585.00| 8.85000 2079.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0042 205-02233 2080.000 CYS | 7.75000 16120.00| 4.00000 8320.00| 5.60000 11648.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0043 205-02234 82.000 EACH| 60.00000 4920.00| 65.00000 5330.00| 75.50000 6191.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0044 205-02236 2.000 EACH| 75.00000 150.00| 80.00000 160.00| 101.00000 202.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0045 206-51220 1191.600 CYS | 170.00000 202572.00| 29.00000 34556.40| 177.00000 210913.20 EXCAVATION, WET | | | 0046 208-51500 LUMP| 10200.00000 10200.00| 5800.00000 5800.00| 6922.00000 6922.00 RESHAPE SPILL SLOPES , STR. NO. 3 | | | 0047 211-02060 18420.000 CYS | 13.00000 239460.00| 15.20000 279984.00| 20.90000 384978.00 B BORROW FOR STRUCTURE BACKFILL | | | 0048 211-06467 87.400 CYS | 35.00000 3059.00| 35.00000 3059.00| 36.40000 3181.36 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 213-02340 100.000 CYS | 75.00000 7500.00| 150.00000 15000.00| 224.00000 22400.00 CEMENT SLURRY | | | 0050 213-52830 6.000 CYS | 175.00000 1050.00| 216.00000 1296.00| 182.00000 1092.00 FLOWABLE MORTAR | | | 0051 215-06458 55746.000 CYS | 5.35000 298241.10| 5.35000 298241.10| 6.40000 356774.40 SUBGRADE, MODIFIED | | | 0052 303-04075 332.000 TON | 19.33000 6417.56| 22.00000 7304.00| 17.65000 5859.80 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0053 303-52308 150000.000 TON | 11.00000 1650000.00| 15.75000 2362500.00| 14.35000 2152500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0054 303-60200 1.080 TON | 1680.00000 1814.40| 700.00000 756.00| 1123.00000 1212.84 CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0055 304-04403 176.000 CYS | 38.00000 6688.00| 45.00000 7920.00| 86.65000 15250.40 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0056 401-05437 46984.000 TON | 33.95000 1595106.80| 33.00000 1550472.00| 33.33000 1565976.72 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0057 401-05455 20629.000 TON | 34.15000 704480.35| 36.00000 742644.00| 37.25000 768430.25 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0058 401-05456 9701.000 TON | 45.60000 442365.60| 48.00000 465648.00| 51.00000 494751.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0059 401-05459 27545.000 TON | 31.25000 860781.25| 31.00000 853895.00| 34.90000 961320.50 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0060 401-05464 8706.000 TON | 36.15000 314721.90| 38.00000 330828.00| 40.10000 349110.60 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0061 401-05467 13125.000 LFT | 0.67000 8793.75| 0.55000 7218.75| 0.85000 11156.25 MILLED HMA CORRUGATIONS | | | 0062 402-05468 1617.000 TON | 36.55000 59101.35| 33.00000 53361.00| 38.00000 61446.00 HMA BASE 25.0 mm, MAINLINE | | | 0063 402-05470 21376.000 TON | 29.75000 635936.00| 25.00000 534400.00| 28.65000 612422.40 HMA BASE C25.0 mm, MAINLINE | | | 0064 402-05474 24214.000 TON | 33.00000 799062.00| 34.00000 823276.00| 35.40000 857175.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0065 402-05477 5983.000 TON | 44.00000 263252.00| 44.00000 263252.00| 39.05000 233636.15 HMA SURFACE 9.5 mm, MAINLINE | | | 0066 405-05517 147.000 TON | 295.00000 43365.00| 300.00000 44100.00| 442.00000 64974.00 ASPHALT FOR PRIME COAT | | | 0067 406-05520 222.400 TON | 205.00000 45592.00| 180.00000 40032.00| 312.00000 69388.80 ASPHALT FOR TACK COAT | | | 0068 501-05090 706.000 SYS | 45.00000 31770.00| 46.00000 32476.00| 33.30000 23509.80 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 601-01522 12.000 EACH| 1185.00000 14220.00| 1300.00000 15600.00| 1352.00000 16224.00 GUARDRAIL TRANSITION TYPE TGB | | | 0070 601-02103 25.000 LFT | 16.00000 400.00| 17.50000 437.50| 18.20000 455.00 GUARDRAIL, SHOP CURVED, W BEAM, 6 FT. 3 | | | IN. SPACING | | | 0071 601-03464 7.000 EACH| 30.00000 210.00| 40.00000 280.00| 41.60000 291.20 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION TYPE 1 | | | 0072 601-03578 1.000 EACH| 1380.00000 1380.00| 1840.00000 1840.00| 1913.00000 1913.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED TYPE 1 | | | 0073 601-06037 2.000 EACH| 680.00000 1360.00| 660.00000 1320.00| 686.00000 1372.00 GUARDRAIL END TREATMENT, I | | | 0074 601-94689 17.000 EACH| 3200.00000 54400.00| 3470.00000 58990.00| 3608.00000 61336.00 GUARDRAIL END TREATMENT, OS | | | 0075 601-99105 4156.250 LFT | 9.20000 38237.50| 10.75000 44679.69| 11.20000 46550.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0076 602-06646 400.000 LFT | 25.00000 10000.00| 27.00000 10800.00| 26.00000 10400.00 TEMPORARY CONCRETE BARRIER | | | 0077 602-06729 58.000 EACH| 6.00000 348.00| 10.30000 597.40| 9.35000 542.30 BARRIER DELINEATOR | | | 0078 605-06140 115.000 LFT | 25.00000 2875.00| 15.00000 1725.00| 15.60000 1794.00 CURB AND GUTTER, CONCRETE | | | 0079 610-05527 7879.000 TON | 52.45000 413253.55| 39.00000 307281.00| 62.40000 491649.60 HMA FOR APPROACHES | | | 0080 611-05330 190.000 SYS | 28.00000 5320.00| 35.00000 6650.00| 36.40000 6916.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0081 611-05332 466.000 SYS | 42.00000 19572.00| 35.00000 16310.00| 36.40000 16962.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 12 IN. | | | 0082 611-06497 41.000 EACH| 110.00000 4510.00| 165.00000 6765.00| 171.60000 7035.60 MAILBOX ASSEMBLY, SINGLE | | | 0083 611-06498 9.000 EACH| 130.00000 1170.00| 200.00000 1800.00| 208.00000 1872.00 MAILBOX ASSEMBLY, DOUBLE | | | 0084 611-95728 52.000 SYS | 57.00000 2964.00| 35.00000 1820.00| 36.40000 1892.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0085 615-06490 275.000 EACH| 99.00000 27225.00| 110.00000 30250.00| 114.00000 31350.00 RIGHT OF WAY MARKER | | | 0086 615-06505 13.000 EACH| 495.00000 6435.00| 465.00000 6045.00| 484.00000 6292.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 615-06510 11.000 EACH| 325.00000 3575.00| 350.00000 3850.00| 364.00000 4004.00 MONUMENT, C | | | 0088 616-06405 4.000 TON | 40.00000 160.00| 43.00000 172.00| 44.10000 176.40 RIPRAP, REVETMENT | | | 0090 621-02356 262.000 LBS | 15.00000 3930.00| 46.50000 12183.00| 15.60000 4087.20 SEEDING, WETLAND | | | 0093 621-06557 6137.000 LBS | 4.00000 24548.00| 4.95000 30378.15| 4.10000 25161.70 SEED MIXTURE, T | | | 0094 621-06776 1082650.000 SYS | 0.40000 433060.00| 1.26000 1364139.00| 0.89000 963558.50 WARRANTED EROSION CONTROL SLOPES , | | | PERMANENT | | | 0095 621-06780 49670.000 SYS | 4.00000 198680.00| 8.00000 397360.00| 6.26000 310934.20 WARRANTED EROSION CONTROL SIDE DITCHES ,| | | PERMANENT | | | 0096 622-52436 29.000 EACH| 20.00000 580.00| 24.00000 696.00| 24.96000 723.84 SIGN, DO NOT MOW OR SPRAY | | | 0097 622-91786 1800.000 EACH| 8.50000 15300.00| 9.40000 16920.00| 8.85000 15930.00 SEEDLING , WETLAND | | | 0098 622-91786 450.000 EACH| 8.00000 3600.00| 9.40000 4230.00| 8.40000 3780.00 SEEDLING , WOODY REVEGETATION | | | 0099 701-02936 1950.000 LFT | 42.00000 81900.00| 39.00000 76050.00| 43.70000 85215.00 PILE, STEEL H, HP 14 X 89 | | | 0100 701-02938 90.000 LFT | 400.00000 36000.00| 275.00000 24750.00| 416.00000 37440.00 CORED HOLE IN ROCK, 24 IN. | | | 0101 701-93575 812.000 LFT | 41.00000 33292.00| 31.50000 25578.00| 42.65000 34631.80 PILE, STEEL H, HP 14 X 73 | | | 0102 702-51005 318.900 CYS | 650.00000 207285.00| 375.00000 119587.50| 676.00000 215576.40 CONCRETE, A, SUBSTRUCTURE | | | 0103 702-51015 330.400 CYS | 500.00000 165200.00| 415.00000 137116.00| 520.00000 171808.00 CONCRETE, B, FOOTINGS | | | 0104 702-51100 272.000 LBS | 4.00000 1088.00| 4.65000 1264.80| 4.16000 1131.52 DRAIN PIPE, CAST IRON, 6 IN. | | | 0105 702-51110 1288.000 LBS | 2.50000 3220.00| 2.55000 3284.40| 2.60000 3348.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0106 702-51863 664.000 EACH| 5.00000 3320.00| 13.00000 8632.00| 5.20000 3452.80 FIELD DRILLED HOLE IN CONCRETE | | | 0107 703-51030 88650.000 LBS | 0.63000 55849.50| 0.51000 45211.50| 0.66000 58509.00 REINFORCING STEEL | | | 0108 703-51032 158048.000 LBS | 0.65000 102731.20| 0.63000 99570.24| 0.73000 115375.04 REINFORCING STEEL, EPOXY COATED | | | 0109 703-97936 26.000 EACH| 12.00000 312.00| 17.00000 442.00| 12.50000 325.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 704-51002 706.200 CYS | 400.00000 282480.00| 483.00000 341094.60| 416.00000 293779.20 CONCRETE, C, SUPERSTRUCTURE | | | 0111 706-05732 16.000 EACH| 900.00000 14400.00| 1145.00000 18320.00| 936.00000 14976.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0112 706-51020 74.200 CYS | 275.00000 20405.00| 290.00000 21518.00| 286.00000 21221.20 CONCRETE, C, RAILING | | | 0113 706-51025 223.000 LFT | 30.00000 6690.00| 48.00000 10704.00| 31.20000 6957.60 CONCRETE, C, RAILING | | | 0114 707-05984 2646.000 LFT | 108.00000 285768.00| 103.00000 272538.00| 112.00000 296352.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0115 709-51821 LUMP| 4700.00000 4700.00| 4410.00000 4410.00| 4888.00000 4888.00 SURFACE SEAL , STR. NO. 1 | | | 0116 709-51821 LUMP| 5300.00000 5300.00| 5170.00000 5170.00| 5512.00000 5512.00 SURFACE SEAL , STR. NO. 2 | | | 0117 709-51821 LUMP| 850.00000 850.00| 2760.00000 2760.00| 884.00000 884.00 SURFACE SEAL , STR. NO. 3 | | | 0118 710-51870 20.000 SFT | 50.00000 1000.00| 59.00000 1180.00| 52.00000 1040.00 REPOINTING MASONRY IN STRUCTURES | | | 0119 712-04784 1.000 EACH| 600.00000 600.00| 1050.00000 1050.00| 1305.00000 1305.00 STRUCTURE , WATER CONTROL | | | 0120 713-03048 13.000 EACH| 85547.70000 1112120.10| 50400.00000 655200.00| 59000.00000 767000.00 TEMPORARY RUNAROUND | | | 0121 714-01366 106.000 LFT | 400.00000 42400.00| 425.00000 45050.00| 470.00000 49820.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0122 714-26703 308.000 LFT | 213.00000 65604.00| 230.00000 70840.00| 621.00000 191268.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0123 714-26725 366.000 LFT | 225.00000 82350.00| 635.00000 232410.00| 645.00000 236070.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0124 714-93641 246.000 LFT | 142.50000 35055.00| 150.00000 36900.00| 194.00000 47724.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0125 714-94664 2582.000 LFT | 110.50000 285311.00| 117.00000 302094.00| 266.00000 686812.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0126 715-04509 40.000 LFT | 177.00000 7080.00| 495.00000 19800.00| 403.50000 16140.00 TEMPORARY PIPE 108 IN. | | | 0127 715-04509 274.000 LFT | 23.41000 6414.34| 32.00000 8768.00| 24.20000 6630.80 TEMPORARY PIPE 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 715-04509 211.000 LFT | 27.50000 5802.50| 34.00000 7174.00| 28.00000 5908.00 TEMPORARY PIPE 15 IN. | | | 0129 715-04509 953.000 LFT | 22.75000 21680.75| 37.00000 35261.00| 31.00000 29543.00 TEMPORARY PIPE 18 IN. | | | 0130 715-04509 182.000 LFT | 26.50000 4823.00| 41.00000 7462.00| 34.00000 6188.00 TEMPORARY PIPE 24 IN. | | | 0131 715-04509 250.000 LFT | 43.00000 10750.00| 78.00000 19500.00| 78.30000 19575.00 TEMPORARY PIPE 36 IN. | | | 0132 715-04509 140.000 LFT | 72.00000 10080.00| 81.00000 11340.00| 77.00000 10780.00 TEMPORARY PIPE DEFORMED, MIN AREA 11.6 | | | 0133 715-04629 10.000 EACH| 466.00000 4660.00| 220.00000 2200.00| 294.00000 2940.00 PIPE END SECTION, MIN. AREA 3.3 SFT. | | | 0134 715-05019 108.000 LFT | 44.00000 4752.00| 53.00000 5724.00| 50.00000 5400.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0135 715-05048 94016.000 LFT | 0.83000 78033.28| 1.82000 171109.12| 1.82000 171109.12 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0136 715-05049 700.000 LFT | 9.35000 6545.00| 6.00000 4200.00| 17.70000 12390.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0137 715-05052 850.000 LFT | 9.95000 8457.50| 9.00000 7650.00| 29.60000 25160.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0138 715-05053 6689.000 LFT | 7.50000 50167.50| 9.00000 60201.00| 10.40000 69565.60 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0139 715-05115 200.000 LFT | 28.00000 5600.00| 10.50000 2100.00| 18.60000 3720.00 PIPE, TYPE I, CIRCULAR, 6 IN. | | | 0140 715-05118 560.000 LFT | 15.00000 8400.00| 21.00000 11760.00| 21.20000 11872.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0141 715-05119 248.000 LFT | 18.00000 4464.00| 25.00000 6200.00| 20.25000 5022.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0142 715-05121 546.000 LFT | 21.25000 11602.50| 27.00000 14742.00| 28.30000 15451.80 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0143 715-05123 512.000 LFT | 25.50000 13056.00| 34.00000 17408.00| 32.40000 16588.80 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0144 715-05169 3234.000 LFT | 16.00000 51744.00| 20.00000 64680.00| 19.95000 64518.30 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0145 715-05171 898.000 LFT | 24.50000 22001.00| 23.00000 20654.00| 23.80000 21372.40 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0146 715-05173 1036.000 LFT | 25.50000 26418.00| 26.00000 26936.00| 34.40000 35638.40 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0147 715-05175 46.000 LFT | 40.63000 1868.98| 38.00000 1748.00| 48.90000 2249.40 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0148 715-05177 72.000 LFT | 57.00000 4104.00| 45.00000 3240.00| 57.00000 4104.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-05203 500.000 LFT | 2.00000 1000.00| 8.00000 4000.00| 13.95000 6975.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0150 715-05233 252.000 LFT | 47.00000 11844.00| 61.00000 15372.00| 41.60000 10483.20 PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0151 715-05407 260.000 LFT | 9.00000 2340.00| 11.00000 2860.00| 9.35000 2431.00 PIPE, END BENT DRAIN, 6 IN. | | | 0152 715-46000 2.000 EACH| 218.00000 436.00| 165.00000 330.00| 194.00000 388.00 PIPE END SECTION, 12 IN. | | | 0153 715-46005 143.000 EACH| 305.00000 43615.00| 300.00000 42900.00| 172.40000 24653.20 PIPE END SECTION, 15 IN. | | | 0154 715-46010 48.000 EACH| 397.00000 19056.00| 240.00000 11520.00| 219.00000 10512.00 PIPE END SECTION, 18 IN. | | | 0155 715-46020 50.000 EACH| 512.00000 25600.00| 350.00000 17500.00| 266.00000 13300.00 PIPE END SECTION, 24 IN. | | | 0156 715-46030 2.000 EACH| 737.00000 1474.00| 490.00000 980.00| 363.00000 726.00 PIPE END SECTION, 30 IN. | | | 0157 715-46040 4.000 EACH| 845.00000 3380.00| 580.00000 2320.00| 469.00000 1876.00 PIPE END SECTION, 36 IN. | | | 0158 718-06528 140.000 EACH| 250.00000 35000.00| 280.00000 39200.00| 520.00000 72800.00 OUTLET PROTECTOR, 1 | | | 0159 718-06529 15.000 EACH| 201.00000 3015.00| 350.00000 5250.00| 494.00000 7410.00 OUTLET PROTECTOR, 2 | | | 0160 718-06531 26.000 EACH| 130.00000 3380.00| 215.00000 5590.00| 468.00000 12168.00 OUTLET PROTECTOR, 3 | | | 0161 718-06532 10000.000 LFT | 1.00000 10000.00| 0.90000 9000.00| 0.95000 9500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0162 718-52610 8462.000 CYS | 27.95000 236512.90| 27.50000 232705.00| 33.30000 281784.60 AGGREGATE FOR UNDERDRAINS | | | 0163 718-99153 64767.000 SYS | 0.73000 47279.91| 1.00000 64767.00| 0.52000 33678.84 GEOTEXTILES FOR UNDERDRAIN | | | 0164 720-45275 8.000 EACH| 1110.00000 8880.00| 1500.00000 12000.00| 1205.00000 9640.00 PIPE CATCH BASIN, 24 IN. | | | 0165 722-51842 539.000 SYS | 52.00000 28028.00| 61.00000 32879.00| 54.10000 29159.90 BRIDGE DECK OVERLAY | | | 0166 722-51846 6.200 CYS | 300.00000 1860.00| 300.00000 1860.00| 300.00000 1860.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0167 722-51852 486.000 SFT | 6.00000 2916.00| 16.70000 8116.20| 6.24000 3032.64 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0168 722-60824 576.000 SYS | 6.50000 3744.00| 3.90000 2246.40| 6.75000 3888.00 SURFACE MILLING | | | 0169 730-03475 1.000 EACH| 365.00000 365.00| 400.00000 400.00| 530.00000 530.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 801-04308 26.000 EACH| 525.00000 13650.00| 525.00000 13650.00| 1300.00000 33800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0171 801-06203 111375.000 LFT | 0.07000 7796.25| 0.46000 51232.50| 0.07000 7796.25 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0172 801-06207 59375.000 LFT | 1.00000 59375.00| 0.95000 56406.25| 1.00000 59375.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0173 801-06605 75.000 EACH| 135.00000 10125.00| 135.00000 10125.00| 365.00000 27375.00 BARRICADE, IIIA | | | 0174 801-06606 25.000 EACH| 145.00000 3625.00| 145.00000 3625.00| 500.00000 12500.00 BARRICADE, IIIB | | | 0175 801-06640 150.000 EACH| 275.00000 41250.00| 275.00000 41250.00| 500.00000 75000.00 CONSTRUCTION SIGN, A | | | 0176 801-06645 70.000 EACH| 45.00000 3150.00| 45.00000 3150.00| 52.00000 3640.00 CONSTRUCTION SIGN, B | | | 0177 801-06775 LUMP| 322000.00000 322000.00| 95000.00000 95000.00| 290480.00000 290480.00 MAINTAINING TRAFFIC | | | 0178 802-05701 940.500 LFT | 10.59000 9959.90| 8.79000 8267.00| 10.80000 10157.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0179 802-05702 500.000 LFT | 6.09000 3045.00| 6.94000 3470.00| 7.30000 3650.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0180 802-76025 378.050 SFT | 14.59000 5515.75| 12.73000 4812.58| 22.90000 8657.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0181 802-76035 512.780 SFT | 14.30000 7332.75| 15.52000 7958.35| 20.50000 10511.99 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0182 802-76045 47.500 SFT | 14.69000 697.78| 24.07000 1143.33| 19.40000 921.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0183 806-53072 LUMP| 12000.00000 12000.00| 24200.00000 24200.00| 12480.00000 12480.00 TEMPORARY TRAFFIC SIGNAL | | | 0184 808-06701 1120.000 LFT | 0.22000 246.40| 0.23000 257.60| 0.23000 257.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0185 808-06703 94100.000 LFT | 0.22000 20702.00| 0.23000 21643.00| 0.23000 21643.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0186 808-75240 10900.000 LFT | 0.22000 2398.00| 0.23000 2507.00| 0.23000 2507.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1145629 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 808-75245 28600.000 LFT | 0.22000 6292.00| 0.23000 6578.00| 0.23000 6578.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0188 808-75297 440.000 LFT | 3.00000 1320.00| 2.95000 1298.00| 3.15000 1386.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0189 808-75320 5.000 EACH| 45.00000 225.00| 55.00000 275.00| 46.80000 234.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75325 5.000 EACH| 50.00000 250.00| 75.00000 375.00| 52.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0191 808-75996 780.000 EACH| 3.00000 2340.00| 2.75000 2145.00| 5.70000 4446.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0192 808-75998 850.000 EACH| 23.00000 19550.00| 23.00000 19550.00| 25.50000 21675.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 401-06264 LUMP| 13885.00000 13885.00| 15000.00000 15000.00| 14469.00000 14469.00 PROFILOGRAPH, HMA | | | 0194 808-06716 3000.000 LFT | 0.50000 1500.00| 0.35000 1050.00| 1.60000 4800.00 LINE, REMOVE | | | 0195 108-01614 LUMP| 9950.00000 9950.00| 11660.20000 11660.20| 10350.00000 10350.00 PARTNERING OVERHEAD | | | 0196 616-06405 2.800 TON | 45.00000 126.00| 43.00000 120.40| 44.10000 123.48 RIPRAP, REVETMENT , WETLAND | | | 0197 621-04258 250.000 LBS | 42.00000 10500.00| 42.00000 10500.00| 12.50000 3125.00 SEED MIXTURE , SLOPE | | | 0198 621-06545 3.600 TON | 500.00000 1800.00| 545.00000 1962.00| 390.00000 1404.00 FERTILIZER , TEMPORARY SEEDING | | | 0199 621-06565 72.000 TON | 480.00000 34560.00| 480.00000 34560.00| 365.00000 26280.00 MULCHING MATERIAL , TEMPORARY | | | 0200 202-03000 LUMP| 3000.00000 3000.00| 1170.00000 1170.00| 1220.00000 1220.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 129 | | | SECTION TOTALS | $ 18,446,049.39| $ 19,747,284.03| $ 21,571,985.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,446,049.39| $ 19,747,284.03| $ 21,571,985.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 1500.00000 36000.00| 2000.00000 48000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 250000.00000 250000.00| 260000.00000 260000.00| CONSTRUCTION ENGINEERING | | | 0006 110-01001 LUMP| 1318467.32000 1318467.32| 1200000.00000 1200000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP| 780000.00000 780000.00| 800000.00000 800000.00| CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. NO. 3 | | | 0012 202-01347 1.000 EACH| 3000.00000 3000.00| 5300.00000 5300.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0013 202-02240 179.000 SYS | 20.00000 3580.00| 11.60000 2076.40| PAVEMENT, REMOVE | | | 0014 202-02241 750.000 LFT | 5.00000 3750.00| 4.75000 3562.50| GUARDRAIL, REMOVE | | | 0015 202-03000 LUMP| 800.00000 800.00| 2300.00000 2300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 107 | | | 0016 202-03000 LUMP| 10000.00000 10000.00| 17000.00000 17000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 108 | | | 0017 202-03000 LUMP| 6000.00000 6000.00| 5700.00000 5700.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 109 | | | 0018 202-03000 LUMP| 800.00000 800.00| 2300.00000 2300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 113 | | | 0019 202-03000 LUMP| 7000.00000 7000.00| 5600.00000 5600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 145 | | | 0020 202-03000 LUMP| 500.00000 500.00| 1100.00000 1100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 147 | | | 0021 202-03000 LUMP| 1800.00000 1800.00| 600.00000 600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 202-03000 LUMP| 4000.00000 4000.00| 3400.00000 3400.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0023 202-03000 LUMP| 8000.00000 8000.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0024 202-03000 LUMP| 2000.00000 2000.00| 1700.00000 1700.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0025 202-03000 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | 0026 202-03000 LUMP| 1000.00000 1000.00| 2275.00000 2275.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 85 | | | 0027 202-03000 LUMP| 200.00000 200.00| 950.00000 950.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | 0028 202-05532 546.000 SYS | 7.50000 4095.00| 14.00000 7644.00| OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0029 202-51328 LUMP| 7000.00000 7000.00| 16000.00000 16000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0030 202-51330 LUMP| 83000.00000 83000.00| 125000.00000 125000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0031 203-02000 471556.000 CYS | 4.92000 2320055.52| 3.80000 1791912.80| EXCAVATION, COMMON | | | 0033 203-02070 134142.000 CYS | 5.10000 684124.20| 4.65000 623760.30| BORROW | | | 0034 203-51223 7215.000 CYS | 12.00000 86580.00| 6.25000 45093.75| EXCAVATION, WATERWAY | | | 0035 203-93444 7960.000 TON | 22.00000 175120.00| 16.25000 129350.00| BACKFILL, ROCK | | | 0036 205-02224 23215.000 LFT | 1.90000 44108.50| 1.85000 42947.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0037 205-02227 15650.000 LFT | 2.75000 43037.50| 3.25000 50862.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0038 205-02228 1040.000 LFT | 11.00000 11440.00| 4.50000 4680.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 205-02229 12037.000 LFT | 3.25000 39120.25| 3.30000 39722.10| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0040 205-02231 2497.000 LFT | 11.00000 27467.00| 14.50000 36206.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0041 205-02232 235.000 CYS | 26.00000 6110.00| 4.50000 1057.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0042 205-02233 2080.000 CYS | 19.00000 39520.00| 4.50000 9360.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0043 205-02234 82.000 EACH| 70.00000 5740.00| 69.00000 5658.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0044 205-02236 2.000 EACH| 85.00000 170.00| 83.00000 166.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0045 206-51220 1191.600 CYS | 35.00000 41706.00| 13.00000 15490.80| EXCAVATION, WET | | | 0046 208-51500 LUMP| 4000.00000 4000.00| 7400.00000 7400.00| RESHAPE SPILL SLOPES , STR. NO. 3 | | | 0047 211-02060 18420.000 CYS | 17.00000 313140.00| 15.25000 280905.00| B BORROW FOR STRUCTURE BACKFILL | | | 0048 211-06467 87.400 CYS | 65.00000 5681.00| 100.00000 8740.00| AGGREGATE FOR END BENT BACKFILL | | | 0049 213-02340 100.000 CYS | 200.00000 20000.00| 55.00000 5500.00| CEMENT SLURRY | | | 0050 213-52830 6.000 CYS | 200.00000 1200.00| 200.00000 1200.00| FLOWABLE MORTAR | | | 0051 215-06458 55746.000 CYS | 5.50000 306603.00| 12.75000 710761.50| SUBGRADE, MODIFIED | | | 0052 303-04075 332.000 TON | 20.50000 6806.00| 40.00000 13280.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0053 303-52308 150000.000 TON | 16.20000 2430000.00| 22.00000 3300000.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0054 303-60200 1.080 TON | 1500.00000 1620.00| 2300.00000 2484.00| CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0055 304-04403 176.000 CYS | 55.00000 9680.00| 107.00000 18832.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0056 401-05437 46984.000 TON | 33.00000 1550472.00| 45.00000 2114280.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 401-05455 20629.000 TON | 36.00000 742644.00| 50.00000 1031450.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0058 401-05456 9701.000 TON | 48.00000 465648.00| 55.00000 533555.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0059 401-05459 27545.000 TON | 31.00000 853895.00| 45.00000 1239525.00| QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0060 401-05464 8706.000 TON | 38.00000 330828.00| 55.00000 478830.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0061 401-05467 13125.000 LFT | 1.60000 21000.00| 1.60000 21000.00| MILLED HMA CORRUGATIONS | | | 0062 402-05468 1617.000 TON | 33.00000 53361.00| 45.00000 72765.00| HMA BASE 25.0 mm, MAINLINE | | | 0063 402-05470 21376.000 TON | 25.00000 534400.00| 45.00000 961920.00| HMA BASE C25.0 mm, MAINLINE | | | 0064 402-05474 24214.000 TON | 34.00000 823276.00| 50.00000 1210700.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0065 402-05477 5983.000 TON | 44.00000 263252.00| 55.00000 329065.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0066 405-05517 147.000 TON | 300.00000 44100.00| 300.00000 44100.00| ASPHALT FOR PRIME COAT | | | 0067 406-05520 222.400 TON | 180.00000 40032.00| 225.00000 50040.00| ASPHALT FOR TACK COAT | | | 0068 501-05090 706.000 SYS | 57.00000 40242.00| 62.00000 43772.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0069 601-01522 12.000 EACH| 1300.00000 15600.00| 1250.00000 15000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0070 601-02103 25.000 LFT | 17.50000 437.50| 16.75000 418.75| GUARDRAIL, SHOP CURVED, W BEAM, 6 FT. 3 | | | IN. SPACING | | | 0071 601-03464 7.000 EACH| 35.00000 245.00| 31.00000 217.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION TYPE 1 | | | 0072 601-03578 1.000 EACH| 1500.00000 1500.00| 1450.00000 1450.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED TYPE 1 | | | 0073 601-06037 2.000 EACH| 800.00000 1600.00| 715.00000 1430.00| GUARDRAIL END TREATMENT, I | | | 0074 601-94689 17.000 EACH| 3500.00000 59500.00| 3300.00000 56100.00| GUARDRAIL END TREATMENT, OS | | | 0075 601-99105 4156.250 LFT | 10.00000 41562.50| 9.50000 39484.38| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 602-06646 400.000 LFT | 75.00000 30000.00| 140.00000 56000.00| TEMPORARY CONCRETE BARRIER | | | 0077 602-06729 58.000 EACH| 7.50000 435.00| 7.50000 435.00| BARRIER DELINEATOR | | | 0078 605-06140 115.000 LFT | 35.00000 4025.00| 42.00000 4830.00| CURB AND GUTTER, CONCRETE | | | 0079 610-05527 7879.000 TON | 39.00000 307281.00| 90.00000 709110.00| HMA FOR APPROACHES | | | 0080 611-05330 190.000 SYS | 39.00000 7410.00| 48.00000 9120.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0081 611-05332 466.000 SYS | 50.00000 23300.00| 78.00000 36348.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 12 IN. | | | 0082 611-06497 41.000 EACH| 250.00000 10250.00| 116.00000 4756.00| MAILBOX ASSEMBLY, SINGLE | | | 0083 611-06498 9.000 EACH| 400.00000 3600.00| 136.00000 1224.00| MAILBOX ASSEMBLY, DOUBLE | | | 0084 611-95728 52.000 SYS | 70.00000 3640.00| 110.00000 5720.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0085 615-06490 275.000 EACH| 105.00000 28875.00| 104.00000 28600.00| RIGHT OF WAY MARKER | | | 0086 615-06505 13.000 EACH| 600.00000 7800.00| 520.00000 6760.00| MONUMENT, B | | | 0087 615-06510 11.000 EACH| 400.00000 4400.00| 340.00000 3740.00| MONUMENT, C | | | 0088 616-06405 4.000 TON | 100.00000 400.00| 32.00000 128.00| RIPRAP, REVETMENT | | | 0090 621-02356 262.000 LBS | 47.00000 12314.00| 49.00000 12838.00| SEEDING, WETLAND | | | 0093 621-06557 6137.000 LBS | 5.00000 30685.00| 5.25000 32219.25| SEED MIXTURE, T | | | 0094 621-06776 1082650.000 SYS | 5.00000 5413250.00| 4.95000 5359117.50| WARRANTED EROSION CONTROL SLOPES , | | | PERMANENT | | | 0095 621-06780 49670.000 SYS | 14.00000 695380.00| 13.95000 692896.50| WARRANTED EROSION CONTROL SIDE DITCHES ,| | | PERMANENT | | | 0096 622-52436 29.000 EACH| 25.00000 725.00| 25.00000 725.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 622-91786 1800.000 EACH| 10.00000 18000.00| 10.00000 18000.00| SEEDLING , WETLAND | | | 0098 622-91786 450.000 EACH| 10.00000 4500.00| 10.00000 4500.00| SEEDLING , WOODY REVEGETATION | | | 0099 701-02936 1950.000 LFT | 36.00000 70200.00| 48.00000 93600.00| PILE, STEEL H, HP 14 X 89 | | | 0100 701-02938 90.000 LFT | 300.00000 27000.00| 550.00000 49500.00| CORED HOLE IN ROCK, 24 IN. | | | 0101 701-93575 812.000 LFT | 35.00000 28420.00| 59.00000 47908.00| PILE, STEEL H, HP 14 X 73 | | | 0102 702-51005 318.900 CYS | 500.00000 159450.00| 650.00000 207285.00| CONCRETE, A, SUBSTRUCTURE | | | 0103 702-51015 330.400 CYS | 500.00000 165200.00| 165.00000 54516.00| CONCRETE, B, FOOTINGS | | | 0104 702-51100 272.000 LBS | 7.00000 1904.00| 8.00000 2176.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0105 702-51110 1288.000 LBS | 3.00000 3864.00| 4.00000 5152.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0106 702-51863 664.000 EACH| 6.00000 3984.00| 8.00000 5312.00| FIELD DRILLED HOLE IN CONCRETE | | | 0107 703-51030 88650.000 LBS | 0.60000 53190.00| 0.60000 53190.00| REINFORCING STEEL | | | 0108 703-51032 158048.000 LBS | 0.70000 110633.60| 0.70000 110633.60| REINFORCING STEEL, EPOXY COATED | | | 0109 703-97936 26.000 EACH| 12.00000 312.00| 70.00000 1820.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0110 704-51002 706.200 CYS | 500.00000 353100.00| 375.00000 264825.00| CONCRETE, C, SUPERSTRUCTURE | | | 0111 706-05732 16.000 EACH| 750.00000 12000.00| 1400.00000 22400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0112 706-51020 74.200 CYS | 450.00000 33390.00| 500.00000 37100.00| CONCRETE, C, RAILING | | | 0113 706-51025 223.000 LFT | 45.00000 10035.00| 55.00000 12265.00| CONCRETE, C, RAILING | | | 0114 707-05984 2646.000 LFT | 130.00000 343980.00| 100.00000 264600.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0115 709-51821 LUMP| 4000.00000 4000.00| 4700.00000 4700.00| SURFACE SEAL , STR. NO. 1 | | | 0116 709-51821 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 709-51821 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| SURFACE SEAL , STR. NO. 3 | | | 0118 710-51870 20.000 SFT | 150.00000 3000.00| 125.00000 2500.00| REPOINTING MASONRY IN STRUCTURES | | | 0119 712-04784 1.000 EACH| 1600.00000 1600.00| 2900.00000 2900.00| STRUCTURE , WATER CONTROL | | | 0120 713-03048 13.000 EACH| 67000.00000 871000.00| 140000.00000 1820000.00| TEMPORARY RUNAROUND | | | 0121 714-01366 106.000 LFT | 500.00000 53000.00| 410.00000 43460.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0122 714-26703 308.000 LFT | 275.00000 84700.00| 233.00000 71764.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0123 714-26725 366.000 LFT | 750.00000 274500.00| 575.00000 210450.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0124 714-93641 246.000 LFT | 175.00000 43050.00| 155.00000 38130.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0125 714-94664 2582.000 LFT | 140.00000 361480.00| 130.00000 335660.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0126 715-04509 40.000 LFT | 600.00000 24000.00| 300.00000 12000.00| TEMPORARY PIPE 108 IN. | | | 0127 715-04509 274.000 LFT | 38.00000 10412.00| 28.00000 7672.00| TEMPORARY PIPE 12 IN. | | | 0128 715-04509 211.000 LFT | 40.00000 8440.00| 32.50000 6857.50| TEMPORARY PIPE 15 IN. | | | 0129 715-04509 953.000 LFT | 43.00000 40979.00| 35.00000 33355.00| TEMPORARY PIPE 18 IN. | | | 0130 715-04509 182.000 LFT | 47.00000 8554.00| 42.10000 7662.20| TEMPORARY PIPE 24 IN. | | | 0131 715-04509 250.000 LFT | 90.00000 22500.00| 57.50000 14375.00| TEMPORARY PIPE 36 IN. | | | 0132 715-04509 140.000 LFT | 95.00000 13300.00| 152.00000 21280.00| TEMPORARY PIPE DEFORMED, MIN AREA 11.6 | | | 0133 715-04629 10.000 EACH| 255.00000 2550.00| 670.00000 6700.00| PIPE END SECTION, MIN. AREA 3.3 SFT. | | | 0134 715-05019 108.000 LFT | 62.00000 6696.00| 49.00000 5292.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 715-05048 94016.000 LFT | 1.90000 178630.40| 2.50000 235040.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0136 715-05049 700.000 LFT | 3.25000 2275.00| 3.30000 2310.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0137 715-05052 850.000 LFT | 5.40000 4590.00| 4.50000 3825.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0138 715-05053 6689.000 LFT | 10.80000 72241.20| 5.70000 38127.30| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0139 715-05115 200.000 LFT | 12.00000 2400.00| 12.40000 2480.00| PIPE, TYPE I, CIRCULAR, 6 IN. | | | 0140 715-05118 560.000 LFT | 24.00000 13440.00| 22.00000 12320.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0141 715-05119 248.000 LFT | 30.00000 7440.00| 25.25000 6262.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0142 715-05121 546.000 LFT | 32.00000 17472.00| 27.85000 15206.10| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0143 715-05123 512.000 LFT | 40.00000 20480.00| 33.55000 17177.60| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0144 715-05169 3234.000 LFT | 25.00000 80850.00| 25.15000 81335.10| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0145 715-05171 898.000 LFT | 27.00000 24246.00| 27.85000 25009.30| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0146 715-05173 1036.000 LFT | 31.00000 32116.00| 33.65000 34861.40| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0147 715-05175 46.000 LFT | 44.00000 2024.00| 48.25000 2219.50| PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0148 715-05177 72.000 LFT | 52.00000 3744.00| 53.50000 3852.00| PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0149 715-05203 500.000 LFT | 9.00000 4500.00| 8.50000 4250.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0150 715-05233 252.000 LFT | 72.00000 18144.00| 44.00000 11088.00| PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0151 715-05407 260.000 LFT | 20.00000 5200.00| 33.00000 8580.00| PIPE, END BENT DRAIN, 6 IN. | | | 0152 715-46000 2.000 EACH| 200.00000 400.00| 190.00000 380.00| PIPE END SECTION, 12 IN. | | | 0153 715-46005 143.000 EACH| 350.00000 50050.00| 200.00000 28600.00| PIPE END SECTION, 15 IN. | | | 0154 715-46010 48.000 EACH| 380.00000 18240.00| 220.00000 10560.00| PIPE END SECTION, 18 IN. | | | 0155 715-46020 50.000 EACH| 420.00000 21000.00| 375.00000 18750.00| PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 715-46030 2.000 EACH| 600.00000 1200.00| 675.00000 1350.00| PIPE END SECTION, 30 IN. | | | 0157 715-46040 4.000 EACH| 700.00000 2800.00| 900.00000 3600.00| PIPE END SECTION, 36 IN. | | | 0158 718-06528 140.000 EACH| 550.00000 77000.00| 750.00000 105000.00| OUTLET PROTECTOR, 1 | | | 0159 718-06529 15.000 EACH| 500.00000 7500.00| 400.00000 6000.00| OUTLET PROTECTOR, 2 | | | 0160 718-06531 26.000 EACH| 490.00000 12740.00| 170.00000 4420.00| OUTLET PROTECTOR, 3 | | | 0161 718-06532 10000.000 LFT | 1.00000 10000.00| 1.05000 10500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0162 718-52610 8462.000 CYS | 35.00000 296170.00| 20.00000 169240.00| AGGREGATE FOR UNDERDRAINS | | | 0163 718-99153 64767.000 SYS | 0.55000 35621.85| 0.80000 51813.60| GEOTEXTILES FOR UNDERDRAIN | | | 0164 720-45275 8.000 EACH| 1700.00000 13600.00| 800.00000 6400.00| PIPE CATCH BASIN, 24 IN. | | | 0165 722-51842 539.000 SYS | 70.00000 37730.00| 86.40000 46569.60| BRIDGE DECK OVERLAY | | | 0166 722-51846 6.200 CYS | 300.00000 1860.00| 300.00000 1860.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0167 722-51852 486.000 SFT | 8.00000 3888.00| 100.00000 48600.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0168 722-60824 576.000 SYS | 5.00000 2880.00| 16.00000 9216.00| SURFACE MILLING | | | 0169 730-03475 1.000 EACH| 450.00000 450.00| 200.00000 200.00| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0170 801-04308 26.000 EACH| 550.00000 14300.00| 1800.00000 46800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0171 801-06203 111375.000 LFT | 0.08000 8910.00| 0.50000 55687.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0172 801-06207 59375.000 LFT | 1.25000 74218.75| 1.05000 62343.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0173 801-06605 75.000 EACH| 150.00000 11250.00| 550.00000 41250.00| BARRICADE, IIIA | | | 0174 801-06606 25.000 EACH| 160.00000 4000.00| 750.00000 18750.00| BARRICADE, IIIB | | | 0175 801-06640 150.000 EACH| 300.00000 45000.00| 620.00000 93000.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 801-06645 70.000 EACH| 45.00000 3150.00| 120.00000 8400.00| CONSTRUCTION SIGN, B | | | 0177 801-06775 LUMP| 150000.00000 150000.00| 310851.80000 310851.80| MAINTAINING TRAFFIC | | | 0178 802-05701 940.500 LFT | 9.00000 8464.50| 9.10000 8558.55| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0179 802-05702 500.000 LFT | 11.00000 5500.00| 7.25000 3625.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0180 802-76025 378.050 SFT | 11.00000 4158.55| 13.25000 5009.16| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0181 802-76035 512.780 SFT | 12.00000 6153.36| 16.25000 8332.68| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0182 802-76045 47.500 SFT | 13.00000 617.50| 25.25000 1199.38| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0183 806-53072 LUMP| 23000.00000 23000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL | | | 0184 808-06701 1120.000 LFT | 0.25000 280.00| 0.25000 280.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0185 808-06703 94100.000 LFT | 0.25000 23525.00| 0.25000 23525.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0186 808-75240 10900.000 LFT | 0.25000 2725.00| 0.25000 2725.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0187 808-75245 28600.000 LFT | 0.25000 7150.00| 0.25000 7150.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0188 808-75297 440.000 LFT | 3.25000 1430.00| 3.05000 1342.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0189 808-75320 5.000 EACH| 48.00000 240.00| 58.00000 290.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75325 5.000 EACH| 53.00000 265.00| 80.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 120 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,332,371.48 ROUTE : SR 69 CALL ORDER : 120 CONTRACT ID : R -24568-A COUNTIES : POSEY LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 | |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 808-75996 780.000 EACH| 5.00000 3900.00| 3.00000 2340.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0192 808-75998 850.000 EACH| 32.00000 27200.00| 24.00000 20400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 401-06264 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0194 808-06716 3000.000 LFT | 1.00000 3000.00| 0.40000 1200.00| LINE, REMOVE | | | 0195 108-01614 LUMP| 14000.00000 14000.00| 22000.00000 22000.00| PARTNERING OVERHEAD | | | 0196 616-06405 2.800 TON | 100.00000 280.00| 32.00000 89.60| RIPRAP, REVETMENT , WETLAND | | | 0197 621-04258 250.000 LBS | 45.00000 11250.00| 44.00000 11000.00| SEED MIXTURE , SLOPE | | | 0198 621-06545 3.600 TON | 600.00000 2160.00| 600.00000 2160.00| FERTILIZER , TEMPORARY SEEDING | | | 0199 621-06565 72.000 TON | 520.00000 37440.00| 500.00000 36000.00| MULCHING MATERIAL , TEMPORARY | | | 0200 202-03000 LUMP| 3000.00000 3000.00| 3200.00000 3200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 129 | | | SECTION TOTALS | $ 26,478,000.00| $ 30,660,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,478,000.00| $ 30,660,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 068800F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 183,906.06 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 190,214.40 103.4301% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 192,982.60 104.9354% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 196,021.00 106.5875% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 198,733.11 108.0622% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 198,736.40 108.0640% 7 35-1212938 ATLAS EXCAVATING, INC. $ 202,335.40 110.0210% 8 35-1817574 YARDBERRY LANDSCAPE IRREGULAR $ 206,054.00 112.0430% 9 35-0999231 HUNT PAVING COMPANY, INC. $ 222,766.50 121.1305% 10 35-1954982 T C INCORPORATED $ 224,129.72 121.8718% 11 35-2064912 B & P CONSTRUCTION $ 233,244.46 126.8280% 12 35-1315965 FOX CONTRACTORS $ 241,359.27 131.2405% 13 35-1991044 JOHNSON COMPANY, INC. $ 261,980.83 142.4536% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2032723 |(3) 35-1357381 |SCHUTT-LOOKABILL CO |L M S ENVIRONMENTAL CONTRACT|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1230.00000 4920.00| 900.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 7550.00000 7550.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9100.00000 9100.00| 11860.00000 11860.00| 9500.00000 9500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3660.00000 3660.00| 3525.00000 3525.00| 3900.00000 3900.00 CLEARING RIGHT OF WAY | | | 0005 202-02265 1.000 EACH| 1600.00000 1600.00| 1200.00000 1200.00| 2100.00000 2100.00 TREE, 1220 mm, REMOVE | | | 0006 202-51330 LUMP| 21540.00000 21540.00| 6500.00000 6500.00| 5400.00000 5400.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 11.76000 2375.52| 10.00000 2020.00| 14.00000 2828.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 455.000 m3 | 8.00000 3640.00| 25.00000 11375.00| 25.00000 11375.00 EXCAVATION, COMMON | | | 0009 205-02224 20.000 m | 9.42000 188.40| 9.00000 180.00| 9.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2032723 |(3) 35-1357381 |SCHUTT-LOOKABILL CO |L M S ENVIRONMENTAL CONTRACT|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 205-02229 10.000 m | 16.60000 166.00| 15.00000 150.00| 16.00000 160.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 10.000 m | 20.00000 200.00| 40.00000 400.00| 215.00000 2150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 98.000 m3 | 23.00000 2254.00| 52.00000 5096.00| 81.00000 7938.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 175.000 Mg | 18.00000 3150.00| 24.00000 4200.00| 38.00000 6650.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 115.000 Mg | 55.37000 6367.55| 80.00000 9200.00| 48.00000 5520.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 115.000 Mg | 55.37000 6367.55| 80.00000 9200.00| 48.00000 5520.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 54.000 Mg | 89.00000 4806.00| 85.00000 4590.00| 77.00000 4158.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 720.000 m2 | 0.73000 525.60| 0.50000 360.00| 0.70000 504.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 720.000 m2 | 0.06000 43.20| 0.05000 36.00| 0.05000 36.00 ASPHALT FOR TACK COAT | | | 0019 604-06069 6.000 m2 | 80.00000 480.00| 60.00000 360.00| 105.00000 630.00 CURB RAMP, CONCRETE | | | 0020 604-91531 240.000 m2 | 24.00000 5760.00| 29.00000 6960.00| 19.00000 4560.00 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 200.000 m | 35.00000 7000.00| 25.00000 5000.00| 57.00000 11400.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 65.000 Mg | 111.00000 7215.00| 135.00000 8775.00| 105.00000 6825.00 HMA FOR APPROACHES | | | 0023 611-05332 34.000 m2 | 50.00000 1700.00| 40.00000 1360.00| 65.00000 2210.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0024 616-02320 75.000 m2 | 2.00000 150.00| 3.00000 225.00| 4.00000 300.00 GEOTEXTILES | | | 0025 616-06405 142.000 Mg | 24.00000 3408.00| 30.00000 4260.00| 27.00000 3834.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 622.00000 1244.00| 550.00000 1100.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 300.000 m2 | 2.77000 831.00| 2.50000 750.00| 2.55000 765.00 MULCHED SEEDING, U | | | 0028 621-06567 17.000 kL | 0.60000 10.20| 1.00000 17.00| 0.50000 8.50 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2032723 |(3) 35-1357381 |SCHUTT-LOOKABILL CO |L M S ENVIRONMENTAL CONTRACT|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 621-06575 900.000 m2 | 3.73000 3357.00| 3.30000 2970.00| 3.75000 3375.00 SODDING, NURSERY | | | 0030 702-51005 5.100 m3 | 1660.00000 8466.00| 1800.00000 9180.00| 500.00000 2550.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 16.100 m3 | 695.00000 11189.50| 450.00000 7245.00| 395.00000 6359.50 CONCRETE, B, FOOTINGS | | | 0032 703-96177 706.000 kg | 2.00000 1412.00| 1.80000 1270.80| 4.50000 3177.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0034 714-04733 13.304 m | 2834.00000 37703.54| 2400.00000 31929.60| 3000.00000 39912.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4000 mm X 1800 mm | | | 0035 715-05149 33.400 m | 80.00000 2672.00| 100.00000 3340.00| 134.00000 4475.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-13025 20.000 m | 90.00000 1800.00| 170.00000 3400.00| 208.00000 4160.00 PIPE, GROUP L, 525 mm | | | 0037 720-44000 2.000 EACH| 300.00000 600.00| 400.00000 800.00| 367.00000 734.00 CASTING, ADJUST TO GRADE | | | 0038 720-45045 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1550.00000 6200.00 INLET, J10 | | | 0039 728-98377 LUMP| 500.00000 500.00| 3000.00000 3000.00| 2500.00000 2500.00 MASONRY COATING | | | 0040 801-04308 4.000 EACH| 85.00000 340.00| 75.00000 300.00| 82.00000 328.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06606 8.000 EACH| 67.00000 536.00| 60.00000 480.00| 65.00000 520.00 BARRICADE, IIIB | | | 0042 801-06625 61.000 EACH| 68.00000 4148.00| 60.00000 3660.00| 65.00000 3965.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 63.00000 1260.00| 60.00000 1200.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0044 808-06714 200.000 m | 3.35000 670.00| 3.00000 600.00| 3.25000 650.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 3.000 EACH| 50.00000 150.00| 140.00000 420.00| 150.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 706-04683 1.700 m | 600.00000 1020.00| 2500.00000 4250.00| 2750.00000 4675.00 RAILING , IRON PIPE | | | SECTION TOTALS | $ 183,906.06| $ 190,214.40| $ 192,982.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,906.06| $ 190,214.40| $ 192,982.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1917625 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 700.00000 2800.00| 1900.00000 7600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 9936.65000 9936.65| 9100.00000 9100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 3974.66000 3974.66| 3900.00000 3900.00 CLEARING RIGHT OF WAY | | | 0005 202-02265 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00| 2500.00000 2500.00 TREE, 1220 mm, REMOVE | | | 0006 202-51330 LUMP| 20000.00000 20000.00| 17938.00000 17938.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 10.00000 2020.00| 8.50000 1717.00| 12.00000 2424.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 455.000 m3 | 10.00000 4550.00| 9.50000 4322.50| 33.00000 15015.00 EXCAVATION, COMMON | | | 0009 205-02224 20.000 m | 5.00000 100.00| 9.00000 180.00| 9.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 10.000 m | 5.00000 50.00| 15.00000 150.00| 15.50000 155.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 10.000 m | 10.00000 100.00| 120.00000 1200.00| 28.00000 280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 98.000 m3 | 30.00000 2940.00| 45.50000 4459.00| 40.00000 3920.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 175.000 Mg | 18.00000 3150.00| 36.50000 6387.50| 23.00000 4025.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 115.000 Mg | 53.90000 6198.50| 52.00000 5980.00| 80.00000 9200.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 115.000 Mg | 53.90000 6198.50| 52.00000 5980.00| 78.00000 8970.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 54.000 Mg | 86.90000 4692.60| 85.00000 4590.00| 85.00000 4590.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 720.000 m2 | 0.70000 504.00| 0.70000 504.00| 0.50000 360.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 720.000 m2 | 0.06000 43.20| 0.05000 36.00| 0.05000 36.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1917625 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 604-06069 6.000 m2 | 200.00000 1200.00| 60.00000 360.00| 245.00000 1470.00 CURB RAMP, CONCRETE | | | 0020 604-91531 240.000 m2 | 40.00000 9600.00| 32.50000 7800.00| 42.50000 10200.00 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 200.000 m | 41.00000 8200.00| 78.50000 15700.00| 102.00000 20400.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 65.000 Mg | 107.80000 7007.00| 105.00000 6825.00| 135.00000 8775.00 HMA FOR APPROACHES | | | 0023 611-05332 34.000 m2 | 100.00000 3400.00| 62.00000 2108.00| 75.00000 2550.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0024 616-02320 75.000 m2 | 5.00000 375.00| 4.00000 300.00| 2.30000 172.50 GEOTEXTILES | | | 0025 616-06405 142.000 Mg | 20.00000 2840.00| 25.00000 3550.00| 22.00000 3124.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 555.00000 1110.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 300.000 m2 | 2.70000 810.00| 2.75000 825.00| 2.60000 780.00 MULCHED SEEDING, U | | | 0028 621-06567 17.000 kL | 0.60000 10.20| 1.00000 17.00| 0.60000 10.20 WATER | | | 0029 621-06575 900.000 m2 | 3.63000 3267.00| 3.50000 3150.00| 3.50000 3150.00 SODDING, NURSERY | | | 0030 702-51005 5.100 m3 | 1000.00000 5100.00| 2000.00000 10200.00| 800.00000 4080.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 16.100 m3 | 1000.00000 16100.00| 1000.00000 16100.00| 425.00000 6842.50 CONCRETE, B, FOOTINGS | | | 0032 703-96177 706.000 kg | 3.00000 2118.00| 3.00000 2118.00| 2.50000 1765.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0034 714-04733 13.304 m | 2700.00000 35920.80| 2300.00000 30599.20| 2300.00000 30599.20 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4000 mm X 1800 mm | | | 0035 715-05149 33.400 m | 80.00000 2672.00| 84.00000 2805.60| 85.00000 2839.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-13025 20.000 m | 110.00000 2200.00| 90.00000 1800.00| 100.00000 2000.00 PIPE, GROUP L, 525 mm | | | 0037 720-44000 2.000 EACH| 300.00000 600.00| 325.00000 650.00| 300.00000 600.00 CASTING, ADJUST TO GRADE | | | 0038 720-45045 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1260.00000 5040.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1917625 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 728-98377 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1800.00000 1800.00 MASONRY COATING | | | 0040 801-04308 4.000 EACH| 82.50000 330.00| 125.00000 500.00| 80.00000 320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06606 8.000 EACH| 64.90000 519.20| 60.00000 480.00| 65.00000 520.00 BARRICADE, IIIB | | | 0042 801-06625 61.000 EACH| 66.00000 4026.00| 65.00000 3965.00| 64.00000 3904.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 61.60000 1232.00| 55.00000 1100.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0044 808-06714 200.000 m | 3.30000 660.00| 4.00000 800.00| 3.00000 600.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 3.000 EACH| 154.00000 462.00| 240.00000 720.00| 150.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 706-04683 1.700 m | 1250.00000 2125.00| 650.00000 1105.00| 400.00000 680.00 RAILING , IRON PIPE | | | SECTION TOTALS | $ 196,021.00| $ 198,733.11| $ 198,736.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,021.00| $ 198,733.11| $ 198,736.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1817574 |(9) 35-0999231 |ATLAS EXCAVATING, INC. |YARDBERRY LANDSCAPE |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 600.00000 2400.00| 1800.00000 7200.00| 1400.00000 5600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 11250.00000 11250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5600.00000 5600.00| 2000.00000 2000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02265 1.000 EACH| 1500.00000 1500.00| 1250.00000 1250.00| 3500.00000 3500.00 TREE, 1220 mm, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 27000.00000 27000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 9.00000 1818.00| 8.00000 1616.00| 7.00000 1414.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 455.000 m3 | 14.00000 6370.00| 17.00000 7735.00| 12.00000 5460.00 EXCAVATION, COMMON | | | 0009 205-02224 20.000 m | 13.00000 260.00| 12.00000 240.00| 8.50000 170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 10.000 m | 19.00000 190.00| 45.00000 450.00| 14.70000 147.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 10.000 m | 80.00000 800.00| 45.00000 450.00| 25.00000 250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 98.000 m3 | 40.00000 3920.00| 24.00000 2352.00| 22.00000 2156.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 175.000 Mg | 18.00000 3150.00| 24.00000 4200.00| 35.00000 6125.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 115.000 Mg | 53.00000 6095.00| 57.00000 6555.00| 50.00000 5750.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 115.000 Mg | 53.00000 6095.00| 57.00000 6555.00| 50.00000 5750.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 54.000 Mg | 85.00000 4590.00| 87.00000 4698.00| 80.00000 4320.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 720.000 m2 | 0.80000 576.00| 1.00000 720.00| 0.65000 468.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 720.000 m2 | 0.10000 72.00| 0.15000 108.00| 1.00000 720.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1817574 |(9) 35-0999231 |ATLAS EXCAVATING, INC. |YARDBERRY LANDSCAPE |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 604-06069 6.000 m2 | 49.00000 294.00| 100.00000 600.00| 200.00000 1200.00 CURB RAMP, CONCRETE | | | 0020 604-91531 240.000 m2 | 35.00000 8400.00| 35.00000 8400.00| 35.00000 8400.00 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 200.000 m | 48.00000 9600.00| 50.00000 10000.00| 70.00000 14000.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 65.000 Mg | 110.00000 7150.00| 107.00000 6955.00| 100.00000 6500.00 HMA FOR APPROACHES | | | 0023 611-05332 34.000 m2 | 48.00000 1632.00| 58.50000 1989.00| 39.00000 1326.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0024 616-02320 75.000 m2 | 5.20000 390.00| 4.00000 300.00| 6.00000 450.00 GEOTEXTILES | | | 0025 616-06405 142.000 Mg | 23.00000 3266.00| 38.00000 5396.00| 55.00000 7810.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 300.000 m2 | 2.70000 810.00| 1.50000 450.00| 2.45000 735.00 MULCHED SEEDING, U | | | 0028 621-06567 17.000 kL | 0.70000 11.90| 20.00000 340.00| 0.50000 8.50 WATER | | | 0029 621-06575 900.000 m2 | 3.60000 3240.00| 6.00000 5400.00| 3.30000 2970.00 SODDING, NURSERY | | | 0030 702-51005 5.100 m3 | 775.00000 3952.50| 760.00000 3876.00| 600.00000 3060.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 16.100 m3 | 400.00000 6440.00| 500.00000 8050.00| 400.00000 6440.00 CONCRETE, B, FOOTINGS | | | 0032 703-96177 706.000 kg | 2.50000 1765.00| 2.00000 1412.00| 2.50000 1765.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0034 714-04733 13.304 m | 3500.00000 46564.00| 3750.00000 49890.00| 3750.00000 49890.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4000 mm X 1800 mm | | | 0035 715-05149 33.400 m | 110.00000 3674.00| 100.00000 3340.00| 50.00000 1670.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-13025 20.000 m | 175.00000 3500.00| 210.00000 4200.00| 75.00000 1500.00 PIPE, GROUP L, 525 mm | | | 0037 720-44000 2.000 EACH| 325.00000 650.00| 500.00000 1000.00| 450.00000 900.00 CASTING, ADJUST TO GRADE | | | 0038 720-45045 4.000 EACH| 1000.00000 4000.00| 1500.00000 6000.00| 1200.00000 4800.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1817574 |(9) 35-0999231 |ATLAS EXCAVATING, INC. |YARDBERRY LANDSCAPE |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 728-98377 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2400.00000 2400.00 MASONRY COATING | | | 0040 801-04308 4.000 EACH| 130.00000 520.00| 138.00000 552.00| 75.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06606 8.000 EACH| 75.00000 600.00| 70.00000 560.00| 59.00000 472.00 BARRICADE, IIIB | | | 0042 801-06625 61.000 EACH| 80.00000 4880.00| 75.00000 4575.00| 100.00000 6100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 55.00000 1100.00| 65.00000 1300.00| 56.00000 1120.00 CONSTRUCTION SIGN, A | | | 0044 808-06714 200.000 m | 1.70000 340.00| 4.00000 800.00| 3.00000 600.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 3.000 EACH| 110.00000 330.00| 280.00000 840.00| 140.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 706-04683 1.700 m | 2700.00000 4590.00| 0.00000 0.00| 2500.00000 4250.00 RAILING , IRON PIPE | | | SECTION TOTALS | $ 202,335.40| $ 206,054.00| $ 222,766.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,335.40| $ 206,054.00| $ 222,766.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1954982 |(11) 35-2064912 |(12) 35-1315965 |T C INCORPORATED |B & P CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 3081.20000 12324.80| 800.00000 3200.00| 1995.00000 7980.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4958.25000 4958.25| 8600.00000 8600.00| 4676.00000 4676.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6953.73000 6953.73| 21600.00000 21600.00| 9745.00000 9745.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4460.65000 4460.65| 8072.00000 8072.00| 13210.00000 13210.00 CLEARING RIGHT OF WAY | | | 0005 202-02265 1.000 EACH| 708.32000 708.32| 1200.00000 1200.00| 4380.00000 4380.00 TREE, 1220 mm, REMOVE | | | 0006 202-51330 LUMP| 5709.65000 5709.65| 21040.00000 21040.00| 11590.00000 11590.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 5.92000 1195.84| 7.50000 1515.00| 13.48000 2722.96 SURFACE MILLING, ASPHALT | | | 0008 203-02000 455.000 m3 | 16.31000 7421.05| 27.00000 12285.00| 46.28000 21057.40 EXCAVATION, COMMON | | | 0009 205-02224 20.000 m | 2.99000 59.80| 8.76000 175.20| 11.42000 228.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 10.000 m | 17.36000 173.60| 15.44000 154.40| 16.31000 163.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 10.000 m | 192.19000 1921.90| 20.00000 200.00| 115.38000 1153.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 98.000 m3 | 25.48000 2497.04| 24.00000 2352.00| 41.46000 4063.08 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 175.000 Mg | 16.47000 2882.25| 28.50000 4987.50| 25.36000 4438.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 115.000 Mg | 94.45000 10861.75| 84.00000 9660.00| 54.56000 6274.40 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 115.000 Mg | 92.08000 10589.20| 81.90000 9418.50| 54.56000 6274.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 54.000 Mg | 100.34000 5418.36| 89.25000 4819.50| 87.96000 4749.84 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 720.000 m2 | 0.54000 388.80| 0.53000 381.60| 0.72000 518.40 ASPHALT FOR PRIME COAT | | | 0018 406-05521 720.000 m2 | 0.11000 79.20| 0.05000 36.00| 0.06000 43.20 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1954982 |(11) 35-2064912 |(12) 35-1315965 |T C INCORPORATED |B & P CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 604-06069 6.000 m2 | 107.53000 645.18| 52.00000 312.00| 194.93000 1169.58 CURB RAMP, CONCRETE | | | 0020 604-91531 240.000 m2 | 105.16000 25238.40| 31.00000 7440.00| 40.42000 9700.80 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 200.000 m | 74.05000 14810.00| 52.00000 10400.00| 38.97000 7794.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 65.000 Mg | 159.37000 10359.05| 141.75000 9213.75| 109.11000 7092.15 HMA FOR APPROACHES | | | 0023 611-05332 34.000 m2 | 58.99000 2005.66| 55.00000 1870.00| 77.58000 2637.72 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0024 616-02320 75.000 m2 | 2.48000 186.00| 3.50000 262.50| 2.99000 224.25 GEOTEXTILES | | | 0025 616-06405 142.000 Mg | 37.72000 5356.24| 23.00000 3266.00| 32.07000 4553.94 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 649.29000 1298.58| 100.00000 200.00| 774.00000 1548.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 300.000 m2 | 2.91000 873.00| 2.57000 771.00| 2.86000 858.00 MULCHED SEEDING, U | | | 0028 621-06567 17.000 kL | 0.61000 10.37| 0.53000 9.01| 1.00000 17.00 WATER | | | 0029 621-06575 900.000 m2 | 3.88000 3492.00| 3.50000 3150.00| 4.56000 4104.00 SODDING, NURSERY | | | 0030 702-51005 5.100 m3 | 328.56000 1675.66| 1400.00000 7140.00| 2365.00000 12061.50 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 16.100 m3 | 363.71000 5855.73| 650.00000 10465.00| 1118.00000 17999.80 CONCRETE, B, FOOTINGS | | | 0032 703-96177 706.000 kg | 3.08000 2174.48| 1.75000 1235.50| 3.70000 2612.20 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0034 714-04733 13.304 m | 3437.57000 45733.43| 3350.00000 44568.40| 2823.00000 37557.19 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4000 mm X 1800 mm | | | 0035 715-05149 33.400 m | 52.76000 1762.18| 60.00000 2004.00| 127.39000 4254.83 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-13025 20.000 m | 85.30000 1706.00| 75.00000 1500.00| 226.72000 4534.40 PIPE, GROUP L, 525 mm | | | 0037 720-44000 2.000 EACH| 189.76000 379.52| 600.00000 1200.00| 537.00000 1074.00 CASTING, ADJUST TO GRADE | | | 0038 720-45045 4.000 EACH| 1177.50000 4710.00| 1600.00000 6400.00| 1667.00000 6668.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1954982 |(11) 35-2064912 |(12) 35-1315965 |T C INCORPORATED |B & P CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 728-98377 LUMP| 2450.13000 2450.13| 1000.00000 1000.00| 2672.00000 2672.00 MASONRY COATING | | | 0040 801-04308 4.000 EACH| 118.05000 472.20| 78.75000 315.00| 83.50000 334.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06606 8.000 EACH| 88.54000 708.32| 61.95000 495.60| 65.69000 525.52 BARRICADE, IIIB | | | 0042 801-06625 61.000 EACH| 106.25000 6481.25| 63.00000 3843.00| 66.80000 4074.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 82.64000 1652.80| 58.80000 1176.00| 62.35000 1247.00 CONSTRUCTION SIGN, A | | | 0044 808-06714 200.000 m | 1.77000 354.00| 3.10000 620.00| 3.30000 660.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 3.000 EACH| 39.35000 118.05| 147.00000 441.00| 155.87000 467.61 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 706-04683 1.700 m | 2951.35000 5017.30| 2500.00000 4250.00| 970.00000 1649.00 RAILING , IRON PIPE | | | SECTION TOTALS | $ 224,129.72| $ 233,244.46| $ 241,359.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,129.72| $ 233,244.46| $ 241,359.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8800.00000 8800.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02265 1.000 EACH| 1500.00000 1500.00| | TREE, 1220 mm, REMOVE | | | 0006 202-51330 LUMP| 12000.00000 12000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 7.43000 1500.86| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 455.000 m3 | 20.00000 9100.00| | EXCAVATION, COMMON | | | 0009 205-02224 20.000 m | 9.59000 191.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 10.000 m | 16.91000 169.10| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 10.000 m | 100.00000 1000.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 98.000 m3 | 21.00000 2058.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 175.000 Mg | 15.50000 2712.50| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 115.000 Mg | 95.00000 10925.00| | HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 115.000 Mg | 94.00000 10810.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 54.000 Mg | 99.00000 5346.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 720.000 m2 | 0.65000 468.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05521 720.000 m2 | 0.08000 57.60| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 604-06069 6.000 m2 | 150.00000 900.00| | CURB RAMP, CONCRETE | | | 0020 604-91531 240.000 m2 | 50.00000 12000.00| | SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 200.000 m | 50.00000 10000.00| | CURB AND GUTTER, CONCRETE | | | 0022 610-05527 65.000 Mg | 150.00000 9750.00| | HMA FOR APPROACHES | | | 0023 611-05332 34.000 m2 | 67.50000 2295.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0024 616-02320 75.000 m2 | 1.25000 93.75| | GEOTEXTILES | | | 0025 616-06405 142.000 Mg | 22.00000 3124.00| | RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 632.50000 1265.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 300.000 m2 | 2.82000 846.00| | MULCHED SEEDING, U | | | 0028 621-06567 17.000 kL | 0.61000 10.37| | WATER | | | 0029 621-06575 900.000 m2 | 3.80000 3420.00| | SODDING, NURSERY | | | 0030 702-51005 5.100 m3 | 800.00000 4080.00| | CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 16.100 m3 | 400.00000 6440.00| | CONCRETE, B, FOOTINGS | | | 0032 703-96177 706.000 kg | 1.60000 1129.60| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0034 714-04733 13.304 m | 6647.85000 88443.00| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4000 mm X 1800 mm | | | 0035 715-05149 33.400 m | 60.00000 2004.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-13025 20.000 m | 100.00000 2000.00| | PIPE, GROUP L, 525 mm | | | 0037 720-44000 2.000 EACH| 300.00000 600.00| | CASTING, ADJUST TO GRADE | | | 0038 720-45045 4.000 EACH| 995.00000 3980.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,778.46 ROUTE : SR 44 CALL ORDER : 130 CONTRACT ID : R -25074-A COUNTIES : RUSH LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 728-98377 LUMP| 6000.00000 6000.00| | MASONRY COATING | | | 0040 801-04308 4.000 EACH| 120.00000 480.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06606 8.000 EACH| 100.00000 800.00| | BARRICADE, IIIB | | | 0042 801-06625 61.000 EACH| 75.00000 4575.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 95.00000 1900.00| | CONSTRUCTION SIGN, A | | | 0044 808-06714 200.000 m | 4.00000 800.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 3.000 EACH| 250.00000 750.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 706-04683 1.700 m | 2562.50000 4356.25| | RAILING , IRON PIPE | | | SECTION TOTALS | $ 261,980.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,980.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0364007 0364007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 782,700.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 968,378.85 123.7228% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 987,180.70 126.1250% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,013,488.45 129.4861% 5 35-0248940 CORYDON STONE & ASPHALT $ 1,082,254.14 138.2718% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR 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 | 1300.00000 13000.00| 1650.00000 16500.00| 1200.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39300.00000 39300.00| 40000.00000 40000.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 29000.00000 29000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 55.000 m | 30.00000 1650.00| 30.00000 1650.00| 35.00000 1925.00 GUARDRAIL, REMOVE | | | 0006 202-78515 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-96151 LUMP| 250.00000 250.00| 250.00000 250.00| 300.00000 300.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0008 203-02000 2944.000 m3 | 15.00000 44160.00| 34.00000 100096.00| 30.50000 89792.00 EXCAVATION, COMMON | | | 0009 203-02070 2464.000 m3 | 8.00000 19712.00| 25.00000 61600.00| 25.00000 61600.00 BORROW | | | 0010 205-02224 369.000 m | 6.55000 2416.95| 9.00000 3321.00| 7.00000 2583.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 225.000 m | 12.45000 2801.25| 16.00000 3600.00| 13.70000 3082.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 4.000 EACH| 75.00000 300.00| 90.00000 360.00| 80.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 7.000 EACH| 70.00000 490.00| 85.00000 595.00| 80.00000 560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 90.400 m3 | 28.00000 2531.20| 40.00000 3616.00| 21.50000 1943.60 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 3591.000 Mg | 14.00000 50274.00| 19.00000 68229.00| 15.00000 53865.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 305-05204 43.000 Mg | 68.00000 2924.00| 90.00000 3870.00| 90.00000 3870.00 HMA FOR PATCHING | | | 0021 405-05517 10.590 Mg | 300.00000 3177.00| 425.00000 4500.75| 325.00000 3441.75 ASPHALT FOR PRIME COAT | | | 0022 406-05520 7.250 Mg | 150.00000 1087.50| 275.00000 1993.75| 200.00000 1450.00 ASPHALT FOR TACK COAT | | | 0023 601-06037 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 850.00000 850.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 75.000 m | 49.00000 3675.00| 49.00000 3675.00| 55.00000 4125.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 605-06120 34.000 m | 120.00000 4080.00| 68.00000 2312.00| 70.00000 2380.00 CURB, CONCRETE | | | 0026 605-92349 458.000 m3 | 48.00000 21984.00| 70.00000 32060.00| 73.00000 33434.00 CURB AND GUTTER, COMBINED, C, CONCRETE, | | | MODIFIED | | | 0027 607-06175 1.000 m | 75.00000 75.00| 450.00000 450.00| 350.00000 350.00 GUTTER, CONCRETE | | | 0028 610-05527 20.000 Mg | 65.00000 1300.00| 90.00000 1800.00| 140.00000 2800.00 HMA FOR APPROACHES | | | 0029 611-05330 1274.200 m2 | 40.75000 51923.65| 46.00000 58613.20| 45.00000 57339.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 615-06490 17.000 EACH| 110.00000 1870.00| 110.00000 1870.00| 120.00000 2040.00 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 325.00000 650.00| 475.00000 950.00| 550.00000 1100.00 MONUMENT, B | | | 0032 615-06510 1.000 EACH| 225.00000 225.00| 395.00000 395.00| 450.00000 450.00 MONUMENT, C | | | 0033 621-01004 4.000 EACH| 615.00000 2460.00| 615.00000 2460.00| 700.00000 2800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.800 Mg | 715.00000 572.00| 715.00000 572.00| 800.00000 640.00 FERTILIZER | | | 0035 621-06553 171.000 kg | 8.95000 1530.45| 8.95000 1530.45| 10.00000 1710.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06565 4.100 Mg | 535.00000 2193.50| 535.00000 2193.50| 550.00000 2255.00 MULCHING MATERIAL | | | 0037 621-06567 173.000 kL | 1.00000 173.00| 1.00000 173.00| 1.10000 190.30 WATER | | | 0038 621-06575 8673.000 m2 | 3.60000 31222.80| 3.60000 31222.80| 4.00000 34692.00 SODDING, NURSERY | | | 0039 702-90915 3.280 m3 | 530.00000 1738.40| 475.00000 1558.00| 350.00000 1148.00 CONCRETE, A | | | 0040 715-05021 35.000 m | 80.00000 2800.00| 115.00000 4025.00| 120.00000 4200.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0041 715-05024 4.000 m | 260.00000 1040.00| 265.00000 1060.00| 625.00000 2500.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0042 715-05028 93.000 m | 75.00000 6975.00| 100.00000 9300.00| 153.00000 14229.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0043 715-05048 1347.000 m | 15.00000 20205.00| 12.00000 16164.00| 12.50000 16837.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05151 13.500 m | 80.00000 1080.00| 130.00000 1755.00| 167.00000 2254.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05154 39.000 m | 110.00000 4290.00| 165.00000 6435.00| 349.00000 13611.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-46000 1.000 EACH| 275.00000 275.00| 200.00000 200.00| 650.00000 650.00 PIPE END SECTION, 300 mm | | | 0047 715-46005 6.000 EACH| 350.00000 2100.00| 215.00000 1290.00| 650.00000 3900.00 PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 600.00000 1200.00| 275.00000 550.00| 700.00000 1400.00 PIPE END SECTION, 600 mm | | | 0049 715-46040 4.000 EACH| 650.00000 2600.00| 475.00000 1900.00| 900.00000 3600.00 PIPE END SECTION, 900 mm | | | 0050 715-91361 58.000 m | 40.00000 2320.00| 70.00000 4060.00| 88.50000 5133.00 PIPE, PVC, 150 mm | | | 0051 718-06531 8.000 EACH| 420.00000 3360.00| 300.00000 2400.00| 650.00000 5200.00 OUTLET PROTECTOR, 3 | | | 0052 718-06532 1000.000 m | 1.50000 1500.00| 4.00000 4000.00| 5.30000 5300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0053 718-52610 309.500 m3 | 35.00000 10832.50| 32.00000 9904.00| 35.00000 10832.50 AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 2550.000 m2 | 2.50000 6375.00| 1.50000 3825.00| 1.25000 3187.50 GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-44000 6.000 EACH| 200.00000 1200.00| 475.00000 2850.00| 375.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0056 720-45235 1.000 EACH| 1700.00000 1700.00| 1200.00000 1200.00| 1100.00000 1100.00 CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 720-90984 1.000 EACH| 1900.00000 1900.00| 1600.00000 1600.00| 1550.00000 1550.00 MANHOLE, C2 | | | 0058 720-91352 5.000 EACH| 1700.00000 8500.00| 1300.00000 6500.00| 1120.00000 5600.00 CATCH BASIN, F7 | | | 0060 801-06203 2135.000 m | 0.82000 1750.70| 0.65000 1387.75| 0.60000 1281.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 958.000 m | 3.50000 3353.00| 3.50000 3353.00| 3.40000 3257.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06605 7.000 EACH| 150.00000 1050.00| 125.00000 875.00| 110.00000 770.00 BARRICADE, IIIA | | | 0063 801-06640 36.000 EACH| 100.00000 3600.00| 90.00000 3240.00| 75.00000 2700.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 18.000 EACH| 40.00000 720.00| 35.00000 630.00| 28.00000 504.00 CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 25240.40000 25240.40| 30000.00000 30000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0067 802-05701 22.300 m | 28.50000 635.55| 28.50000 635.55| 30.00000 669.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-05702 49.900 m | 25.00000 1247.50| 25.00000 1247.50| 28.00000 1397.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 14.050 m2 | 220.00000 3091.00| 220.00000 3091.00| 240.00000 3372.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 4.670 m2 | 200.00000 934.00| 200.00000 934.00| 220.00000 1027.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 805-01815 1.000 EACH| 1950.00000 1950.00| 1950.00000 1950.00| 2150.00000 2150.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0072 805-01842 11.000 EACH| 700.00000 7700.00| 700.00000 7700.00| 775.00000 8525.00 HANDHOLE, SIGNAL | | | 0073 805-01844 621.000 m | 24.00000 14904.00| 24.00000 14904.00| 26.00000 16146.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0074 805-02202 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 700.00000 2800.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0075 805-02595 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 275.00000 550.00 CONTROLLER, RESET TIMING | | | 0076 805-78205 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 440.00000 1760.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78230 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 725.00000 2900.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0078 805-78415 4.000 EACH| 1550.00000 6200.00| 1550.00000 6200.00| 1700.00000 6800.00 SPAN, CATENARY, AND TETHER | | | 0079 805-78420 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 275.00000 1100.00 DISCONNECT HANGER | | | 0080 805-78467 30.000 m | 5.00000 150.00| 5.00000 150.00| 5.50000 165.00 SIGNAL CABLE, 3C 8GA. | | | 0081 805-78470 1050.000 m | 0.50000 525.00| 0.50000 525.00| 0.55000 577.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0082 805-78485 20.000 m | 3.00000 60.00| 3.00000 60.00| 3.30000 66.00 SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 271.000 m | 3.50000 948.50| 3.50000 948.50| 4.00000 1084.00 SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 1852.000 m | 2.75000 5093.00| 2.75000 5093.00| 3.00000 5556.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 6.000 EACH| 525.00000 3150.00| 525.00000 3150.00| 575.00000 3450.00 SIGNAL DETECTOR HOUSING | | | 0086 805-78795 275.000 m | 26.00000 7150.00| 26.00000 7150.00| 30.00000 8250.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-79040 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1200.00000 1200.00 TRAFFIC SIGNAL MODERNIZATION, ACTUATED | | | 0088 805-92504 10.000 EACH| 275.00000 2750.00| 275.00000 2750.00| 300.00000 3000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0089 805-94295 16.000 EACH| 175.00000 2800.00| 175.00000 2800.00| 200.00000 3200.00 SIGNAL HEAD, RELOCATE | | | 0090 808-06703 919.000 m | 0.90000 827.10| 1.50000 1378.50| 1.50000 1378.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0091 808-06705 151.000 m | 3.00000 453.00| 3.00000 453.00| 2.75000 415.25 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0092 808-06713 1097.000 m | 1.15000 1261.55| 1.00000 1097.00| 1.00000 1097.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06716 365.000 m | 2.00000 730.00| 1.20000 438.00| 1.10000 401.50 LINE, REMOVE | | | 0094 808-75245 1155.000 m | 0.90000 1039.50| 1.40000 1617.00| 1.35000 1559.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75260 96.000 m | 4.50000 432.00| 5.00000 480.00| 4.75000 456.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75278 38.000 m | 4.50000 171.00| 5.00000 190.00| 4.75000 180.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0097 808-75290 18.000 m | 9.00000 162.00| 10.00000 180.00| 9.25000 166.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0098 808-75297 46.000 m | 9.00000 414.00| 10.00000 460.00| 9.25000 425.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0099 808-75320 10.000 EACH| 45.00000 450.00| 60.00000 600.00| 55.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 9.000 EACH| 55.00000 495.00| 80.00000 720.00| 80.00000 720.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75998 172.000 EACH| 30.00000 5160.00| 32.00000 5504.00| 30.00000 5160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-92027 567.000 m | 3.00000 1701.00| 2.80000 1587.60| 2.75000 1559.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0103 805-81060 1.000 EACH| 4200.00000 4200.00| 4200.00000 4200.00| 4500.00000 4500.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0104 202-60820 1177.000 m2 | 3.00000 3531.00| 4.00000 4708.00| 5.00000 5885.00 SURFACE MILLING, ASPHALT | | | 0105 801-06218 26.000 m | 25.00000 650.00| 24.00000 624.00| 22.00000 572.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0106 401-05437 2125.000 Mg | 36.00000 76500.00| 45.00000 95625.00| 46.00000 97750.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0107 401-05455 2179.000 Mg | 37.00000 80623.00| 42.00000 91518.00| 43.00000 93697.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0108 401-05456 990.000 Mg | 50.00000 49500.00| 51.00000 50490.00| 55.00000 54450.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0109 401-05459 593.000 Mg | 36.00000 21348.00| 50.00000 29650.00| 53.00000 31429.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | SECTION TOTALS | $ 782,700.00| $ 968,378.85| $ 987,180.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 782,700.00| $ 968,378.85| $ 987,180.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | 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 | 1500.00000 15000.00| 1200.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 53900.00000 53900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 32300.00000 32300.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 55.000 m | 9.00000 495.00| 9.00000 495.00| GUARDRAIL, REMOVE | | | 0006 202-78515 LUMP| 1100.00000 1100.00| 1100.00000 1100.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-96151 LUMP| 275.00000 275.00| 300.00000 300.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0008 203-02000 2944.000 m3 | 15.00000 44160.00| 15.00000 44160.00| EXCAVATION, COMMON | | | 0009 203-02070 2464.000 m3 | 22.00000 54208.00| 21.00000 51744.00| BORROW | | | 0010 205-02224 369.000 m | 7.00000 2583.00| 8.00000 2952.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 225.000 m | 13.00000 2925.00| 20.00000 4500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 4.000 EACH| 80.00000 320.00| 80.00000 320.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 7.000 EACH| 75.00000 525.00| 80.00000 560.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 90.400 m3 | 80.00000 7232.00| 36.00000 3254.40| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 3591.000 Mg | 18.00000 64638.00| 19.00000 68229.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 305-05204 43.000 Mg | 180.00000 7740.00| 160.00000 6880.00| HMA FOR PATCHING | | | 0021 405-05517 10.590 Mg | 400.00000 4236.00| 380.00000 4024.20| ASPHALT FOR PRIME COAT | | | 0022 406-05520 7.250 Mg | 275.00000 1993.75| 260.00000 1885.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 601-06037 1.000 EACH| 625.00000 625.00| 650.00000 650.00| GUARDRAIL END TREATMENT, I | | | 0024 601-99105 75.000 m | 65.00000 4875.00| 70.00000 5250.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 605-06120 34.000 m | 65.00000 2210.00| 145.00000 4930.00| CURB, CONCRETE | | | 0026 605-92349 458.000 m3 | 70.00000 32060.00| 47.58000 21791.64| CURB AND GUTTER, COMBINED, C, CONCRETE, | | | MODIFIED | | | 0027 607-06175 1.000 m | 400.00000 400.00| 145.00000 145.00| GUTTER, CONCRETE | | | 0028 610-05527 20.000 Mg | 155.00000 3100.00| 150.00000 3000.00| HMA FOR APPROACHES | | | 0029 611-05330 1274.200 m2 | 40.00000 50968.00| 60.00000 76452.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 615-06490 17.000 EACH| 100.00000 1700.00| 100.00000 1700.00| RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 425.00000 850.00| 410.00000 820.00| MONUMENT, B | | | 0032 615-06510 1.000 EACH| 425.00000 425.00| 410.00000 410.00| MONUMENT, C | | | 0033 621-01004 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.800 Mg | 750.00000 600.00| 740.00000 592.00| FERTILIZER | | | 0035 621-06553 171.000 kg | 9.00000 1539.00| 9.25000 1581.75| SEED MIXTURE, R | | | 0036 621-06565 4.100 Mg | 550.00000 2255.00| 575.00000 2357.50| MULCHING MATERIAL | | | 0037 621-06567 173.000 kL | 1.00000 173.00| 1.00000 173.00| WATER | | | 0038 621-06575 8673.000 m2 | 3.75000 32523.75| 4.10000 35559.30| SODDING, NURSERY | | | 0039 702-90915 3.280 m3 | 1100.00000 3608.00| 560.00000 1836.80| CONCRETE, A | | | 0040 715-05021 35.000 m | 95.00000 3325.00| 95.00000 3325.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0041 715-05024 4.000 m | 220.00000 880.00| 600.00000 2400.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05028 93.000 m | 75.00000 6975.00| 80.00000 7440.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0043 715-05048 1347.000 m | 10.50000 14143.50| 16.00000 21552.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05151 13.500 m | 70.00000 945.00| 80.00000 1080.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05154 39.000 m | 110.00000 4290.00| 300.00000 11700.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-46000 1.000 EACH| 400.00000 400.00| 280.00000 280.00| PIPE END SECTION, 300 mm | | | 0047 715-46005 6.000 EACH| 425.00000 2550.00| 300.00000 1800.00| PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| PIPE END SECTION, 600 mm | | | 0049 715-46040 4.000 EACH| 700.00000 2800.00| 650.00000 2600.00| PIPE END SECTION, 900 mm | | | 0050 715-91361 58.000 m | 20.00000 1160.00| 60.00000 3480.00| PIPE, PVC, 150 mm | | | 0051 718-06531 8.000 EACH| 150.00000 1200.00| 500.00000 4000.00| OUTLET PROTECTOR, 3 | | | 0052 718-06532 1000.000 m | 4.00000 4000.00| 3.80000 3800.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0053 718-52610 309.500 m3 | 45.00000 13927.50| 49.00000 15165.50| AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 2550.000 m2 | 2.00000 5100.00| 2.60000 6630.00| GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-44000 6.000 EACH| 200.00000 1200.00| 325.00000 1950.00| CASTING, ADJUST TO GRADE | | | 0056 720-45235 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| CATCH BASIN, E7 | | | 0057 720-90984 1.000 EACH| 1650.00000 1650.00| 2600.00000 2600.00| MANHOLE, C2 | | | 0058 720-91352 5.000 EACH| 1000.00000 5000.00| 1700.00000 8500.00| CATCH BASIN, F7 | | | 0060 801-06203 2135.000 m | 1.00000 2135.00| 1.00000 2135.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 958.000 m | 3.15000 3017.70| 3.00000 2874.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06605 7.000 EACH| 225.00000 1575.00| 250.00000 1750.00| BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 801-06640 36.000 EACH| 75.00000 2700.00| 75.00000 2700.00| CONSTRUCTION SIGN, A | | | 0064 801-06645 18.000 EACH| 45.00000 810.00| 45.00000 810.00| CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 40000.00000 40000.00| 73000.00000 73000.00| MAINTAINING TRAFFIC | | | 0067 802-05701 22.300 m | 30.00000 669.00| 30.00000 669.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-05702 49.900 m | 27.00000 1347.30| 27.00000 1347.30| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 14.050 m2 | 235.00000 3301.75| 260.00000 3653.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 4.670 m2 | 215.00000 1004.05| 250.00000 1167.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 805-01815 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0072 805-01842 11.000 EACH| 750.00000 8250.00| 750.00000 8250.00| HANDHOLE, SIGNAL | | | 0073 805-01844 621.000 m | 25.00000 15525.00| 26.00000 16146.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0074 805-02202 4.000 EACH| 675.00000 2700.00| 700.00000 2800.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0075 805-02595 2.000 EACH| 275.00000 550.00| 275.00000 550.00| CONTROLLER, RESET TIMING | | | 0076 805-78205 4.000 EACH| 425.00000 1700.00| 450.00000 1800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0077 805-78230 4.000 EACH| 675.00000 2700.00| 700.00000 2800.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0078 805-78415 4.000 EACH| 1650.00000 6600.00| 1700.00000 6800.00| SPAN, CATENARY, AND TETHER | | | 0079 805-78420 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00| DISCONNECT HANGER | | | 0080 805-78467 30.000 m | 5.50000 165.00| 5.50000 165.00| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-78470 1050.000 m | 0.55000 577.50| 0.55000 577.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0082 805-78485 20.000 m | 3.25000 65.00| 3.50000 70.00| SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 271.000 m | 3.75000 1016.25| 4.00000 1084.00| SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 1852.000 m | 3.00000 5556.00| 3.00000 5556.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| SIGNAL DETECTOR HOUSING | | | 0086 805-78795 275.000 m | 28.00000 7700.00| 28.00000 7700.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-79040 LUMP| 1100.00000 1100.00| 1100.00000 1100.00| TRAFFIC SIGNAL MODERNIZATION, ACTUATED | | | 0088 805-92504 10.000 EACH| 290.00000 2900.00| 300.00000 3000.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0089 805-94295 16.000 EACH| 120.00000 1920.00| 200.00000 3200.00| SIGNAL HEAD, RELOCATE | | | 0090 808-06703 919.000 m | 1.25000 1148.75| 1.00000 919.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0091 808-06705 151.000 m | 3.40000 513.40| 2.00000 302.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0092 808-06713 1097.000 m | 1.00000 1097.00| 0.35000 383.95| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06716 365.000 m | 2.25000 821.25| 1.70000 620.50| LINE, REMOVE | | | 0094 808-75245 1155.000 m | 1.25000 1443.75| 1.00000 1155.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75260 96.000 m | 10.00000 960.00| 4.40000 422.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0096 808-75278 38.000 m | 10.00000 380.00| 4.40000 167.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0097 808-75290 18.000 m | 21.00000 378.00| 8.80000 158.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0098 808-75297 46.000 m | 21.00000 966.00| 8.80000 404.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,098.62 ROUTE : SR 60 CALL ORDER : 140 CONTRACT ID : R -25076-A COUNTIES : CLARK LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0248940 | |AMERICAN CONTRACTING & SERVI|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 808-75320 10.000 EACH| 60.00000 600.00| 48.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 9.000 EACH| 70.00000 630.00| 60.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75998 172.000 EACH| 37.00000 6364.00| 29.00000 4988.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-92027 567.000 m | 3.00000 1701.00| 2.00000 1134.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0103 805-81060 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0104 202-60820 1177.000 m2 | 4.25000 5002.25| 4.50000 5296.50| SURFACE MILLING, ASPHALT | | | 0105 801-06218 26.000 m | 20.50000 533.00| 20.00000 520.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0106 401-05437 2125.000 Mg | 51.00000 108375.00| 49.00000 104125.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0107 401-05455 2179.000 Mg | 51.00000 111129.00| 49.00000 106771.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0108 401-05456 990.000 Mg | 80.00000 79200.00| 78.00000 77220.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0109 401-05459 593.000 Mg | 61.00000 36173.00| 59.00000 34987.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | SECTION TOTALS | $ 1,013,488.45| $ 1,082,254.14| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,013,488.45| $ 1,082,254.14| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N746011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 879,697.96 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 894,010.35 101.6269% 3 35-1212938 ATLAS EXCAVATING, INC. $ 965,917.01 109.8009% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,068,444.35 121.4558% ==================================================================================================================================== |(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 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| 1300.00000 15600.00| 600.00000 7200.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 19610.00000 19610.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43800.00000 43800.00| 44700.51000 44700.51| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 12800.00000 12800.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02250 1.000 EACH| 105.00000 105.00| 125.00000 125.00| 400.00000 400.00 TREE, 10 IN., REMOVE | | | 0006 202-02255 2.000 EACH| 210.00000 420.00| 230.00000 460.00| 600.00000 1200.00 TREE, 18 IN., REMOVE | | | 0007 202-02271 15.000 EACH| 200.00000 3000.00| 230.00000 3450.00| 190.00000 2850.00 HEADWALL, REMOVE | | | 0008 202-02278 1725.000 LFT | 2.00000 3450.00| 3.00000 5175.00| 2.90000 5002.50 CURB, CONCRETE, REMOVE | | | 0009 202-60820 1144.440 SYS | 4.00000 4577.76| 3.50000 4005.54| 4.80000 5493.31 SURFACE MILLING, ASPHALT | | | 0010 202-91010 2.000 EACH| 315.00000 630.00| 350.00000 700.00| 1000.00000 2000.00 TREE, 24 IN., REMOVE | | | 0011 202-91011 1.000 EACH| 420.00000 420.00| 475.00000 475.00| 1500.00000 1500.00 TREE, 36 IN., REMOVE | | | 0012 202-93615 1136.000 SYS | 4.00000 4544.00| 4.65000 5282.40| 12.00000 13632.00 CONCRETE, REMOVE | | | 0013 202-93898 4.000 EACH| 155.00000 620.00| 180.00000 720.00| 500.00000 2000.00 TREE, 12 IN., REMOVE | | | 0014 202-96133 1654.000 LFT | 10.00000 16540.00| 9.70000 16043.80| 13.00000 21502.00 PIPE, REMOVE 12" - 30" PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 10405.000 CYS | 13.00000 135265.00| 11.00000 114455.00| 12.50000 130062.50 EXCAVATION, COMMON | | | 0016 203-02070 191.000 CYS | 15.00000 2865.00| 6.00000 1146.00| 8.00000 1528.00 BORROW | | | 0017 205-02224 3400.000 LFT | 1.70000 5780.00| 1.70000 5780.00| 1.60000 5440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02237 13.000 EACH| 40.00000 520.00| 40.00000 520.00| 85.00000 1105.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 211-02060 1292.000 CYS | 16.00000 20672.00| 6.00000 7752.00| 20.00000 25840.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 290.000 TON | 14.00000 4060.00| 15.00000 4350.00| 16.20000 4698.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 4026.000 TON | 30.00000 120780.00| 25.70000 103468.20| 32.00000 128832.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05470 3185.000 TON | 28.00000 89180.00| 25.80000 82173.00| 30.00000 95550.00 HMA BASE C25.0 mm, MAINLINE | | | 0023 402-05474 1218.000 TON | 30.00000 36540.00| 27.75000 33799.50| 32.00000 38976.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 488.000 TON | 38.00000 18544.00| 36.45000 17787.60| 41.00000 20008.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 406-05520 12.000 TON | 250.00000 3000.00| 585.00000 7020.00| 275.00000 3300.00 ASPHALT FOR TACK COAT | | | 0026 603-06065 400.000 LFT | 9.00000 3600.00| 11.00000 4400.00| 11.00000 4400.00 FENCE, CHAIN LINK, RESET | | | 0027 604-06069 123.750 SYS | 46.00000 5692.50| 30.00000 3712.50| 30.00000 3712.50 CURB RAMP, CONCRETE | | | 0028 604-06070 946.000 SYS | 23.00000 21758.00| 27.00000 25542.00| 21.00000 19866.00 SIDEWALK, CONCRETE | | | 0029 605-06140 3339.000 LFT | 11.00000 36729.00| 10.10000 33723.90| 8.50000 28381.50 CURB AND GUTTER, CONCRETE | | | 0030 610-05527 337.000 TON | 45.00000 15165.00| 44.60000 15030.20| 48.00000 16176.00 HMA FOR APPROACHES | | | 0031 611-05330 1665.000 SYS | 45.00000 74925.00| 31.10000 51781.50| 31.00000 51615.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 611-06497 20.000 EACH| 60.00000 1200.00| 140.00000 2800.00| 140.00000 2800.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 621-06545 0.020 TON | 6300.00000 126.00| 6300.00000 126.00| 6800.00000 136.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06554 7.500 LBS | 48.00000 360.00| 48.00000 360.00| 50.00000 375.00 SEED MIXTURE, U | | | 0035 621-06565 0.050 TON | 4850.00000 242.50| 4850.00000 242.50| 5000.00000 250.00 MULCHING MATERIAL | | | 0036 621-06567 1.000 MG | 2.00000 2.00| 2.00000 2.00| 2.20000 2.20 WATER | | | 0037 621-06575 5615.000 SYS | 3.15000 17687.25| 3.15000 17687.25| 3.40000 19091.00 SODDING, NURSERY | | | 0038 715-05048 3800.000 LFT | 4.25000 16150.00| 3.95000 15010.00| 1.50000 5700.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0039 715-05149 473.000 LFT | 33.00000 15609.00| 55.00000 26015.00| 34.00000 16082.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0040 715-13040 222.000 LFT | 110.00000 24420.00| 175.00000 38850.00| 105.00000 23310.00 PIPE, GROUP L, 36 IN. | | | 0041 718-03044 200.000 LFT | 50.00000 10000.00| 46.00000 9200.00| 45.00000 9000.00 PIPE, PVC, SDR 35, 6 IN. | | | 0042 718-94889 370.000 CYS | 21.00000 7770.00| 19.15000 7085.50| 39.00000 14430.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0043 718-99153 3811.000 SYS | 1.25000 4763.75| 0.70000 2667.70| 1.60000 6097.60 GEOTEXTILES FOR UNDERDRAIN | | | 0044 720-44000 9.000 EACH| 300.00000 2700.00| 350.00000 3150.00| 325.00000 2925.00 CASTING, ADJUST TO GRADE | | | 0045 720-45605 22.000 LFT | 375.00000 8250.00| 865.00000 19030.00| 650.00000 14300.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0046 720-93409 6.000 EACH| 2000.00000 12000.00| 2670.00000 16020.00| 1260.00000 7560.00 INLET, B15, MODIFIED | | | 0047 720-94612 2.000 EACH| 4250.00000 8500.00| 6000.00000 12000.00| 2900.00000 5800.00 MANHOLE, K4 | | | 0048 720-95164 8.000 EACH| 2200.00000 17600.00| 3700.00000 29600.00| 1400.00000 11200.00 CATCH BASIN, B15, MODIFIED | | | 0049 801-06606 12.000 EACH| 158.00000 1896.00| 171.00000 2052.00| 185.00000 2220.00 BARRICADE, IIIB | | | 0050 801-06625 9.000 EACH| 57.00000 513.00| 65.00000 585.00| 75.00000 675.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 15.000 EACH| 89.00000 1335.00| 79.00000 1185.00| 115.00000 1725.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 2.000 EACH| 29.00000 58.00| 40.00000 80.00| 32.00000 64.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 3500.00000 3500.00| 21000.00000 21000.00| 67000.00000 67000.00 MAINTAINING TRAFFIC | | | 0054 805-06592 584.000 LFT | 9.00000 5256.00| 8.55000 4993.20| 9.50000 5548.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-86820 7.000 EACH| 550.00000 3850.00| 525.00000 3675.00| 600.00000 4200.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0056 805-86889 770.000 LFT | 0.40000 308.00| 0.38000 292.60| 0.50000 385.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0057 805-86920 12.000 EACH| 15.00000 180.00| 14.25000 171.00| 16.00000 192.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0058 805-86930 9.000 EACH| 10.00000 90.00| 9.50000 85.50| 11.00000 99.00 INSULATING LINK, NOT WATERPROOFED | | | 0059 805-86935 7.000 EACH| 25.00000 175.00| 23.75000 166.25| 27.00000 189.00 INSULATING LINK, WATERPROOFED | | | 0060 805-97237 584.000 LFT | 3.50000 2044.00| 3.35000 1956.40| 3.90000 2277.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0061 805-98335 1064.000 LFT | 3.50000 3724.00| 3.35000 3564.40| 3.90000 4149.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0062 807-83740 7.000 EACH| 1189.00000 8323.00| 1130.00000 7910.00| 1300.00000 9100.00 LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0063 807-86620 7.000 EACH| 250.00000 1750.00| 235.00000 1645.00| 280.00000 1960.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0064 807-86910 9.000 EACH| 25.00000 225.00| 23.75000 213.75| 27.00000 243.00 CONNECTOR KIT, UNFUSED | | | 0065 807-86915 9.000 EACH| 28.00000 252.00| 26.60000 239.40| 31.00000 279.00 CONNECTOR KIT, FUSED | | | 0066 808-06701 925.000 LFT | 0.28000 259.00| 0.45000 416.25| 0.30000 277.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0067 808-06706 58.000 LFT | 3.00000 174.00| 5.00000 290.00| 3.30000 191.40 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0068 808-75043 312.000 LFT | 0.60000 187.20| 1.25000 390.00| 0.65000 202.80 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0069 808-75245 3700.000 LFT | 0.28000 1036.00| 0.45000 1665.00| 0.30000 1110.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 879,697.96| $ 894,010.35| $ 965,917.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 879,697.96| $ 894,010.35| $ 965,917.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1880.00000 22560.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 18500.00000 18500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 53000.00000 53000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 90800.00000 90800.00| | CLEARING RIGHT OF WAY | | | 0005 202-02250 1.000 EACH| 405.00000 405.00| | TREE, 10 IN., REMOVE | | | 0006 202-02255 2.000 EACH| 460.00000 920.00| | TREE, 18 IN., REMOVE | | | 0007 202-02271 15.000 EACH| 380.00000 5700.00| | HEADWALL, REMOVE | | | 0008 202-02278 1725.000 LFT | 3.00000 5175.00| | CURB, CONCRETE, REMOVE | | | 0009 202-60820 1144.440 SYS | 2.50000 2861.10| | SURFACE MILLING, ASPHALT | | | 0010 202-91010 2.000 EACH| 525.00000 1050.00| | TREE, 24 IN., REMOVE | | | 0011 202-91011 1.000 EACH| 680.00000 680.00| | TREE, 36 IN., REMOVE | | | 0012 202-93615 1136.000 SYS | 9.00000 10224.00| | CONCRETE, REMOVE | | | 0013 202-93898 4.000 EACH| 300.00000 1200.00| | TREE, 12 IN., REMOVE | | | 0014 202-96133 1654.000 LFT | 15.00000 24810.00| | PIPE, REMOVE 12" - 30" PIPE | | | 0015 203-02000 10405.000 CYS | 12.00000 124860.00| | EXCAVATION, COMMON | | | 0016 203-02070 191.000 CYS | 12.00000 2292.00| | BORROW | | | 0017 205-02224 3400.000 LFT | 1.80000 6120.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02237 13.000 EACH| 100.00000 1300.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 211-02060 1292.000 CYS | 0.10000 129.20| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 303-52308 290.000 TON | 33.90000 9831.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 4026.000 TON | 35.00000 140910.00| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05470 3185.000 TON | 22.00000 70070.00| | HMA BASE C25.0 mm, MAINLINE | | | 0023 402-05474 1218.000 TON | 36.00000 43848.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 488.000 TON | 40.00000 19520.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0025 406-05520 12.000 TON | 160.00000 1920.00| | ASPHALT FOR TACK COAT | | | 0026 603-06065 400.000 LFT | 5.30000 2120.00| | FENCE, CHAIN LINK, RESET | | | 0027 604-06069 123.750 SYS | 70.00000 8662.50| | CURB RAMP, CONCRETE | | | 0028 604-06070 946.000 SYS | 30.00000 28380.00| | SIDEWALK, CONCRETE | | | 0029 605-06140 3339.000 LFT | 8.00000 26712.00| | CURB AND GUTTER, CONCRETE | | | 0030 610-05527 337.000 TON | 50.00000 16850.00| | HMA FOR APPROACHES | | | 0031 611-05330 1665.000 SYS | 36.00000 59940.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 611-06497 20.000 EACH| 60.00000 1200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 621-06545 0.020 TON | 630.00000 12.60| | FERTILIZER | | | 0034 621-06554 7.500 LBS | 5.00000 37.50| | SEED MIXTURE, U | | | 0035 621-06565 0.050 TON | 900.00000 45.00| | MULCHING MATERIAL | | | 0036 621-06567 1.000 MG | 1100.00000 1100.00| | WATER | | | 0037 621-06575 5615.000 SYS | 2.75000 15441.25| | SODDING, NURSERY | | | 0038 715-05048 3800.000 LFT | 8.85000 33630.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0039 715-05149 473.000 LFT | 42.40000 20055.20| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-13040 222.000 LFT | 150.00000 33300.00| | PIPE, GROUP L, 36 IN. | | | 0041 718-03044 200.000 LFT | 42.40000 8480.00| | PIPE, PVC, SDR 35, 6 IN. | | | 0042 718-94889 370.000 CYS | 26.00000 9620.00| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0043 718-99153 3811.000 SYS | 1.40000 5335.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0044 720-44000 9.000 EACH| 150.00000 1350.00| | CASTING, ADJUST TO GRADE | | | 0045 720-45605 22.000 LFT | 410.00000 9020.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0046 720-93409 6.000 EACH| 1995.00000 11970.00| | INLET, B15, MODIFIED | | | 0047 720-94612 2.000 EACH| 9000.00000 18000.00| | MANHOLE, K4 | | | 0048 720-95164 8.000 EACH| 2400.00000 19200.00| | CATCH BASIN, B15, MODIFIED | | | 0049 801-06606 12.000 EACH| 185.00000 2220.00| | BARRICADE, IIIB | | | 0050 801-06625 9.000 EACH| 63.00000 567.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 15.000 EACH| 95.00000 1425.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 2.000 EACH| 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0054 805-06592 584.000 LFT | 9.60000 5606.40| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0055 805-86820 7.000 EACH| 580.00000 4060.00| | CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0056 805-86889 770.000 LFT | 0.45000 346.50| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0057 805-86920 12.000 EACH| 16.00000 192.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0058 805-86930 9.000 EACH| 10.00000 90.00| | INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 937,657.18 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25130-A COUNTIES : LAKE LETTING DATE : 11/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 805-86935 7.000 EACH| 26.00000 182.00| | INSULATING LINK, WATERPROOFED | | | 0060 805-97237 584.000 LFT | 3.80000 2219.20| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0061 805-98335 1064.000 LFT | 3.80000 4043.20| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0062 807-83740 7.000 EACH| 1300.00000 9100.00| | LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0063 807-86620 7.000 EACH| 270.00000 1890.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0064 807-86910 9.000 EACH| 27.50000 247.50| | CONNECTOR KIT, UNFUSED | | | 0065 807-86915 9.000 EACH| 30.00000 270.00| | CONNECTOR KIT, FUSED | | | 0066 808-06701 925.000 LFT | 0.30000 277.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0067 808-06706 58.000 LFT | 3.25000 188.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0068 808-75043 312.000 LFT | 0.65000 202.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0069 808-75245 3700.000 LFT | 0.30000 1110.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 1,068,444.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,068,444.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,832.23 ROUTE : 3 CALL ORDER : 160 CONTRACT ID : R -25276-A COUNTIES : JENNINGS LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 199400D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 0.13 100.0000% 2 35-1714030 MILES EXCAVATING, INC. $ 1.00 769.2307% 3 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 950.00 769.2307% 4 35-1568035 HOLMAN EXCAVATING $ 1,900.00 538.4615% 5 35-1874009 HAUER EXCAVATING $ 2,992.00 538.4615% 6 35-1924539 LANGENFELD WRECKING $ 3,390.00 692.3076% 7 35-1991044 JOHNSON COMPANY, INC. $ 4,800.00 307.6923% 8 35-1549010 MCALISTER EXCAVATING CO $ 6,650.00 384.6153% 9 35-1817574 YARDBERRY LANDSCAPE $ 8,500.00 461.5384% 10 35-1315965 FOX CONTRACTORS $ 12,100.00 692.3076% 11 35-1917625 MILESTONE CONTRACTORS, L.P. $ 12,580.00 923.0769% 12 35-1357381 O'MARA, DAVE CONTRACTOR $ 15,500.00 76.9230% ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1714030 |(3) 35-2032723 |BROWN, L.L. CONSTR. CO., INC|MILES EXCAVATING, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 0.13000 0.13| 1.00000 1.00| 950.00000 950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | SECTION TOTALS | $ 0.13| $ 1.00| $ 950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 0.13| $ 1.00| $ 950.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,832.23 ROUTE : 3 CALL ORDER : 160 CONTRACT ID : R -25276-A COUNTIES : JENNINGS LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1568035 |(5) 35-1874009 |(6) 35-1924539 |HOLMAN EXCAVATING |HAUER EXCAVATING |LANGENFELD WRECKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 1900.00000 1900.00| 2992.00000 2992.00| 3390.00000 3390.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | SECTION TOTALS | $ 1,900.00| $ 2,992.00| $ 3,390.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,900.00| $ 2,992.00| $ 3,390.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,832.23 ROUTE : 3 CALL ORDER : 160 CONTRACT ID : R -25276-A COUNTIES : JENNINGS LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1549010 |(9) 35-1817574 |JOHNSON COMPANY, INC. |MCALISTER EXCAVATING CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 4800.00000 4800.00| 6650.00000 6650.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | SECTION TOTALS | $ 4,800.00| $ 6,650.00| $ 8,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,800.00| $ 6,650.00| $ 8,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,832.23 ROUTE : 3 CALL ORDER : 160 CONTRACT ID : R -25276-A COUNTIES : JENNINGS LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1315965 |(11) 35-1917625 |(12) 35-1357381 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 12100.00000 12100.00| 12580.00000 12580.00| 15500.00000 15500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | SECTION TOTALS | $ 12,100.00| $ 12,580.00| $ 15,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,100.00| $ 12,580.00| $ 15,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,067.40 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25314-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 04/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 006400V 006600F 006700S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1438628 STRADTNER, RAY EXCAVATING $ 22,583.49 100.0000% 2 35-1763075 NAAS BROTHERS TRUCKING $ 24,472.88 108.3662% 3 35-1714030 MILES EXCAVATING, INC. $ 29,631.25 131.2075% 4 35-1817574 YARDBERRY LANDSCAPE $ 32,133.00 142.2853% 5 35-1801998 CLR, INC. $ 35,121.03 155.5163% 6 35-1284120 KOBERSTEIN TRUCKING $ 39,812.53 176.2904% 7 35-1582525 AIGNER, JERRY CONSTRUCTION $ 41,383.90 183.2484% 8 35-1770090 GRUBB EXCAVATING, INC. $ 47,527.62 210.4529% ==================================================================================================================================== |(1) 35-1438628 |(2) 35-1763075 |(3) 35-1714030 |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING |MILES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 3500.00000 3500.00| 4650.00000 4650.00| 3950.00000 3950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03000 LUMP| 4200.00000 4200.00| 6500.00000 6500.00| 4950.00000 4950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0003 202-03000 LUMP| 4500.00000 4500.00| 5600.00000 5600.00| 6350.00000 6350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0004 202-03000 LUMP| 4500.00000 4500.00| 5500.00000 5500.00| 4950.00000 4950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0005 621-01004 3.000 EACH| 333.33000 999.99| 300.00000 900.00| 480.00000 1440.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 2.040 Mg | 200.00000 408.00| 100.00000 204.00| 570.00000 1162.80 FERTILIZER | | | 0007 621-06553 427.500 kg | 1.00000 427.50| 0.25000 106.88| 3.90000 1667.25 SEED MIXTURE, R | | | 0008 621-06565 10.120 Mg | 400.00000 4048.00| 100.00000 1012.00| 510.00000 5161.20 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,067.40 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25314-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1438628 |(2) 35-1763075 |(3) 35-1714030 |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING |MILES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,583.49| $ 24,472.88| $ 29,631.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,583.49| $ 24,472.88| $ 29,631.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,067.40 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25314-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1801998 |(6) 35-1284120 |YARDBERRY LANDSCAPE |CLR, INC. |KOBERSTEIN TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 3510.00000 3510.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03000 LUMP| 6500.00000 6500.00| 8800.00000 8800.00| 5655.00000 5655.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0003 202-03000 LUMP| 6500.00000 6500.00| 7800.00000 7800.00| 11350.00000 11350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0004 202-03000 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0005 621-01004 3.000 EACH| 500.00000 1500.00| 275.00000 825.00| 660.00000 1980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 2.040 Mg | 500.00000 1020.00| 605.00000 1234.20| 590.00000 1203.60 FERTILIZER | | | 0007 621-06553 427.500 kg | 6.00000 2565.00| 4.75000 2030.63| 8.55000 3655.13 SEED MIXTURE, R | | | 0008 621-06565 10.120 Mg | 400.00000 4048.00| 260.00000 2631.20| 490.00000 4958.80 MULCHING MATERIAL | | | SECTION TOTALS | $ 32,133.00| $ 35,121.03| $ 39,812.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 32,133.00| $ 35,121.03| $ 39,812.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,067.40 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25314-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582525 |(8) 35-1770090 | |AIGNER, JERRY CONSTRUCTION |GRUBB EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5535.00000 5535.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03000 LUMP| 6875.00000 6875.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0003 202-03000 LUMP| 12345.00000 12345.00| 12500.00000 12500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0004 202-03000 LUMP| 11285.00000 11285.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0005 621-01004 3.000 EACH| 300.00000 900.00| 500.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 2.040 Mg | 200.00000 408.00| 350.00000 714.00| FERTILIZER | | | 0007 621-06553 427.500 kg | 6.60000 2821.50| 4.75000 2030.62| SEED MIXTURE, R | | | 0008 621-06565 10.120 Mg | 120.00000 1214.40| 275.00000 2783.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 41,383.90| $ 47,527.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 41,383.90| $ 47,527.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 501500F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 16,518.18 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 21,240.48 128.5885% 3 35-1549010 MCALISTER EXCAVATING CO $ 22,832.97 138.2293% 4 35-1714030 MILES EXCAVATING, INC. $ 23,748.89 143.7742% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 24,861.44 150.5095% 6 35-1874009 HAUER EXCAVATING $ 26,802.56 162.2609% 7 35-1924539 LANGENFELD WRECKING $ 27,725.40 167.8477% 8 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 32,987.37 199.7034% 9 31-1267257 KING WRECKING CO $ 37,366.66 226.2153% 10 35-1996475 C & H/M EXCAVATING, INC. $ 38,326.66 232.0271% 11 35-1315965 FOX CONTRACTORS $ 53,615.00 324.5817% 12 35-1917625 MILESTONE CONTRACTORS, L.P. $ 56,700.00 343.2581% 13 35-1357381 O'MARA, DAVE CONTRACTOR $ 67,765.56 410.2483% ==================================================================================================================================== |(1) 35-1568035 |(2) 35-1817574 |(3) 35-1549010 |HOLMAN EXCAVATING |YARDBERRY LANDSCAPE |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 4900.00000 4900.00| 6500.00000 6500.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 4900.00000 4900.00| 5500.00000 5500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0003 202-03000 LUMP| 4900.00000 4900.00| 6500.00000 6500.00| 5200.00000 5200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0004 621-01004 1.000 EACH| 790.00000 790.00| 700.00000 700.00| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 200.00000 272.00| 500.00000 680.00| 760.00000 1033.60 FERTILIZER | | | 0006 621-06554 102.060 kg | 3.00000 306.18| 8.00000 816.48| 10.45000 1066.53 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 330.88000 450.00| 400.00000 544.00| 594.00000 807.84 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1568035 |(2) 35-1817574 |(3) 35-1549010 |HOLMAN EXCAVATING |YARDBERRY LANDSCAPE |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 16,518.18| $ 21,240.48| $ 22,832.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,518.18| $ 21,240.48| $ 22,832.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1714030 |(5) 35-2070195 |(6) 35-1874009 |MILES EXCAVATING, INC. |ALPHA EXCAVATING & LANDSCAPI|HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 12700.00000 12700.00| 11000.00000 11000.00| 13500.00000 13500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 4300.00000 4300.00| 6000.00000 6000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0003 202-03000 LUMP| 4300.00000 4300.00| 6500.00000 6500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0004 621-01004 1.000 EACH| 480.00000 480.00| 450.00000 450.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 570.00000 775.20| 220.00000 299.20| 280.00000 380.80 FERTILIZER | | | 0006 621-06554 102.060 kg | 4.90000 500.09| 4.00000 408.24| 2.60000 265.36 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 510.00000 693.60| 150.00000 204.00| 115.00000 156.40 MULCHING MATERIAL | | | SECTION TOTALS | $ 23,748.89| $ 24,861.44| $ 26,802.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,748.89| $ 24,861.44| $ 26,802.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1924539 |(8) 35-2032723 |(9) 31-1267257 |LANGENFELD WRECKING |L M S ENVIRONMENTAL CONTRACT|KING WRECKING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 13000.00000 13000.00| 13685.00000 13685.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 5800.00000 5800.00| 7800.00000 7800.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0003 202-03000 LUMP| 5800.00000 5800.00| 8200.00000 8200.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0004 621-01004 1.000 EACH| 500.00000 500.00| 660.00000 660.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 680.00000 924.80| 690.00000 938.40| 450.00000 612.00 FERTILIZER | | | 0006 621-06554 102.060 kg | 10.00000 1020.60| 9.50000 969.57| 11.00000 1122.66 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 500.00000 680.00| 540.00000 734.40| 1200.00000 1632.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 27,725.40| $ 32,987.37| $ 37,366.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,725.40| $ 32,987.37| $ 37,366.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1996475 |(11) 35-1315965 |(12) 35-1917625 |C & H/M EXCAVATING, INC. |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 12000.00000 12000.00| 26000.00000 26000.00| 18800.00000 18800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 12000.00000 12000.00| 12050.00000 12050.00| 17430.00000 17430.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0003 202-03000 LUMP| 12000.00000 12000.00| 12050.00000 12050.00| 17000.00000 17000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0004 621-01004 1.000 EACH| 750.00000 750.00| 672.00000 672.00| 695.00000 695.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 404.42000 550.01| 750.00000 1020.00| 725.00000 986.00 FERTILIZER | | | 0006 621-06554 102.060 kg | 6.63000 676.65| 10.00000 1020.60| 10.00000 1020.60 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 257.36000 350.00| 590.00000 802.40| 565.00000 768.40 MULCHING MATERIAL | | | SECTION TOTALS | $ 38,326.66| $ 53,615.00| $ 56,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,326.66| $ 53,615.00| $ 56,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/00 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,243.13 ROUTE : 48 CALL ORDER : 180 CONTRACT ID : R -25319-A COUNTIES : DEARBORN LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 33900.00000 33900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 12700.00000 12700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0003 202-03000 LUMP| 17200.00000 17200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0004 621-01004 1.000 EACH| 792.00000 792.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 830.00000 1128.80| | FERTILIZER | | | 0006 621-06554 102.060 kg | 11.40000 1163.48| | SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 648.00000 881.28| | MULCHING MATERIAL | | | SECTION TOTALS | $ 67,765.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,765.56| | ====================================================================================================================================