INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,319,532.33 ROUTE : I-94 CALL ORDER : 111 CONTRACT ID : R -24942-A COUNTIES : LAKE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0941012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,710,570.86 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,992,203.51 116.4642% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,149,970.50 125.6873% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING AND REHABILITATION | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 2350.00000 14100.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1200.00000 1200.00| 55000.00000 55000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85400.00000 85400.00| 90000.00000 90000.00| 47750.00000 47750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 411957.000 m2 | 0.30000 123587.10| 0.50000 205978.50| 0.65000 267772.05 SURFACE MILLING, ASPHALT | | | 0005 305-05204 668.000 Mg | 90.00000 60120.00| 112.50000 75150.00| 110.00000 73480.00 HMA FOR PATCHING | | | 0006 401-05456 30897.000 Mg | 35.30000 1090664.10| 37.25000 1150913.25| 43.75000 1351743.75 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 40.000 Mg | 40.00000 1600.00| 60.00000 2400.00| 130.00000 5200.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 120.000 Mg | 260.00000 31200.00| 350.00000 42000.00| 270.00000 32400.00 ASPHALT FOR TACK COAT | | | 0009 801-06203 15060.000 m | 0.42000 6325.20| 0.42000 6325.20| 0.01000 150.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0010 801-06207 15060.000 m | 2.32000 34939.20| 2.55000 38403.00| 3.15000 47439.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 132.000 EACH| 81.00000 10692.00| 82.00000 10824.00| 92.00000 12144.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 33300.00000 33300.00| 50000.00000 50000.00| 34250.00000 34250.00 MAINTAINING TRAFFIC | | | 0013 801-09133 2.000 EACH| 1850.00000 3700.00| 6000.00000 12000.00| 2100.00000 4200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0014 805-02503 360.000 m | 0.82000 295.20| 1.20000 432.00| 0.90000 324.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,319,532.33 ROUTE : I-94 CALL ORDER : 111 CONTRACT ID : R -24942-A COUNTIES : LAKE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78510 50.000 m | 2.95000 147.50| 3.70000 185.00| 3.35000 167.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0016 805-78795 65.000 m | 32.80000 2132.00| 38.00000 2470.00| 37.00000 2405.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 805-92951 3.000 EACH| 250.00000 750.00| 220.00000 660.00| 284.00000 852.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0018 808-06702 16952.000 m | 1.00000 16952.00| 1.00000 16952.00| 1.50000 25428.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0019 808-06703 41396.000 m | 0.78000 32288.88| 0.78000 32288.88| 1.00000 41396.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-75245 41396.000 m | 0.78000 32288.88| 0.78000 32288.88| 1.00000 41396.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 808-75256 6659.000 m | 2.95000 19644.05| 2.95000 19644.05| 0.10000 665.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0022 808-75272 1677.000 m | 8.75000 14673.75| 8.75000 14673.75| 0.10000 167.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0023 808-75297 20.000 m | 8.75000 175.00| 8.75000 175.00| 11.50000 230.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75320 7.000 EACH| 67.00000 469.00| 67.00000 469.00| 68.00000 476.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75996 3318.000 EACH| 2.00000 6636.00| 5.00000 16590.00| 5.00000 16590.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 3318.000 EACH| 19.50000 64701.00| 19.50000 64701.00| 22.50000 74655.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 305-92470 52.000 m2 | 100.00000 5200.00| 150.00000 7800.00| 210.00000 10920.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0028 801-06625 50.000 EACH| 49.00000 2450.00| 73.00000 3650.00| 55.00000 2750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-04308 2.000 EACH| 119.00000 238.00| 300.00000 600.00| 135.00000 270.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0030 801-01093 8.000 EACH| 385.00000 3080.00| 600.00000 4800.00| 437.00000 3496.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,319,532.33 ROUTE : I-94 CALL ORDER : 111 CONTRACT ID : R -24942-A COUNTIES : LAKE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 801-06606 4.000 EACH| 69.00000 276.00| 220.00000 880.00| 78.00000 312.00 BARRICADE, IIIB | | | 0032 801-06710 80.000 DAY | 14.00000 1120.00| 15.00000 1200.00| 16.00000 1280.00 FLASHING ARROW SIGN | | | 0033 801-97643 790.000 m | 8.90000 7031.00| 12.50000 9875.00| 10.00000 7900.00 TEMPORARY BUZZ STRIPS | | | 0034 105-04655 3.000 MOS | 160.00000 480.00| 1000.00000 3000.00| 205.00000 615.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0035 801-06645 15.000 EACH| 21.00000 315.00| 65.00000 975.00| 23.00000 345.00 CONSTRUCTION SIGN, B | | | 0036 303-04095 200.000 Mg | 18.00000 3600.00| 30.00000 6000.00| 26.00000 5200.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0037 808-06716 3000.000 m | 1.30000 3900.00| 1.30000 3900.00| 1.50000 4500.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,710,570.86| $ 1,992,203.51| $ 2,149,970.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,710,570.86| $ 1,992,203.51| $ 2,149,970.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0819022 0819022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 779,444.19 100.0000% ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 9.000 MOS | 1600.00000 14400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5670.00000 5670.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 48500.00000 48500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 45.000 m2 | 85.00000 3825.00| | PAVEMENT, REMOVE | | | 0006 202-02241 59.000 m | 22.50000 1327.50| | GUARDRAIL, REMOVE | | | 0007 202-02676 560.000 Mg | 3.00000 1680.00| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0008 202-60820 9200.000 m2 | 1.60000 14720.00| | SURFACE MILLING, ASPHALT | | | 0009 202-74050 1.000 EACH| 630.00000 630.00| | SIGN, OVERHEAD, REMOVE | | | 0010 202-85996 9.000 EACH| 262.50000 2362.50| | LIGHT STANDARD AND MAST ARM, REMOVE | | | 0011 203-02000 1765.000 m3 | 23.00000 40595.00| | EXCAVATION, COMMON | | | 0012 205-02224 206.000 m | 6.72000 1384.32| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 52.500 m | 145.00000 7612.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02234 11.000 EACH| 42.00000 462.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 2.000 EACH| 42.00000 84.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 1.000 EACH| 68.25000 68.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02060 137.000 m3 | 20.00000 2740.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 1935.000 Mg | 18.00000 34830.00| | COMPACTED AGGREGATE, O, 53 | | | 0019 401-05437 1379.000 Mg | 48.50000 66881.50| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 1894.000 Mg | 50.00000 94700.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 862.000 Mg | 51.00000 43962.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 481.000 Mg | 52.00000 25012.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0023 401-05463 147.000 Mg | 54.50000 8011.50| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0024 401-05464 80.000 Mg | 80.50000 6440.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0025 401-05467 892.000 m | 4.46000 3978.32| | MILLED HMA CORRUGATIONS | | | 0026 402-05481 192.000 Mg | 50.00000 9600.00| | HMA BASE 25.0 mm, SHOULDER | | | 0027 402-05490 96.000 Mg | 72.00000 6912.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0028 402-05495 260.000 Mg | 62.50000 16250.00| | HMA WEDGE AND LEVEL | | | 0029 405-05517 7.500 Mg | 515.00000 3862.50| | ASPHALT FOR PRIME COAT | | | 0030 406-05520 7.500 Mg | 510.00000 3825.00| | ASPHALT FOR TACK COAT | | | 0031 610-05527 57.000 Mg | 115.00000 6555.00| | HMA FOR APPROACHES | | | 0032 615-06490 11.000 EACH| 178.50000 1963.50| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06500 3.000 EACH| 598.50000 1795.50| | MONUMENT, A | | | 0034 615-06527 2.000 EACH| 315.00000 630.00| | MONUMENT, SECTION CORNER | | | 0035 616-02320 564.500 m2 | 4.00000 2258.00| | GEOTEXTILES | | | 0036 616-03472 172.000 Mg | 55.50000 9546.00| | RIPRAP, REVETMENT 450 mm | | | 0037 621-01004 2.000 EACH| 735.00000 1470.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 0.801 Mg | 949.06000 760.20| | FERTILIZER | | | 0039 621-06553 169.000 kg | 9.56000 1615.64| | SEED MIXTURE, R | | | 0040 621-06565 4.000 Mg | 747.60000 2990.40| | MULCHING MATERIAL | | | 0041 715-03475 4.000 EACH| 845.00000 3380.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0042 715-05149 28.400 m | 93.00000 2641.20| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0043 715-05151 13.000 m | 175.00000 2275.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0044 715-05152 7.000 m | 290.00000 2030.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0045 715-05154 24.000 m | 215.00000 5160.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-05169 24.000 m | 185.00000 4440.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05235 25.000 m | 320.00000 8000.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0048 715-05757 11.000 m | 625.00000 6875.00| | PIPE EXTENSION, CIRCULAR, 900 mm | | | 0049 715-46005 1.000 EACH| 420.00000 420.00| | PIPE END SECTION, 375 mm | | | 0050 715-46010 1.000 EACH| 420.00000 420.00| | PIPE END SECTION, 450 mm | | | 0051 715-46020 1.000 EACH| 585.00000 585.00| | PIPE END SECTION, 600 mm | | | 0052 720-44000 3.000 EACH| 570.00000 1710.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-45005 1.000 EACH| 2030.00000 2030.00| | INLET, A2 | | | 0054 730-04579 2.000 EACH| 5165.00000 10330.00| | GRATED BOX END SECTION, I, 4:1, MIN. | | | AREA 0.408 m2 | | | 0055 730-97925 2.000 EACH| 8145.00000 16290.00| | GRATED BOX END SECTION, I, 6:1, 900 mm | | | 0056 801-06203 600.000 m | 0.67000 402.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 3860.000 m | 2.94000 11348.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06640 24.000 EACH| 56.70000 1360.80| | CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 8.40000 50.40| | CONSTRUCTION SIGN, B | | | 0061 801-06710 190.000 DAY | 12.60000 2394.00| | FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0063 802-02489 138.600 m | 34.44000 4773.38| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 14.410 m2 | 118.67000 1710.03| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 5.290 m2 | 129.97000 687.54| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 802-76045 10.450 m2 | 146.93000 1535.42| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0067 805-01815 4.000 EACH| 1785.00000 7140.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0068 805-01842 4.000 EACH| 577.50000 2310.00| | HANDHOLE, SIGNAL | | | 0069 805-01843 1.000 EACH| 262.50000 262.50| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0070 805-02087 LUMP| 1050.00000 1050.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-06592 598.000 m | 27.55000 16474.90| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0072 805-78106 1.000 EACH| 8190.00000 8190.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0073 805-78205 10.000 EACH| 399.00000 3990.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0074 805-78215 2.000 EACH| 409.50000 819.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0075 805-78415 3.000 EACH| 1050.00000 3150.00| | SPAN, CATENARY, AND TETHER | | | 0076 805-78420 3.000 EACH| 262.50000 787.50| | DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 420.00000 420.00| | SIGNAL SERVICE | | | 0078 805-78467 18.300 m | 4.30000 78.69| | SIGNAL CABLE, 3C 8GA. | | | 0079 805-78470 776.000 m | 0.69000 535.44| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0080 805-78485 330.000 m | 2.75000 907.50| | SIGNAL CABLE, 5C 14GA. | | | 0081 805-78490 228.800 m | 3.10000 709.28| | SIGNAL CABLE, 7C 14GA. | | | 0082 805-78510 2411.000 m | 2.07000 4990.77| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0083 805-78785 7.000 EACH| 399.00000 2793.00| | SIGNAL DETECTOR HOUSING | | | 0084 805-78795 275.600 m | 27.55000 7592.78| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0085 805-78925 1.000 EACH| 682.50000 682.50| | CONTROLLER CABINET FOUNDATION, P1 | | | 0086 805-81060 4.000 EACH| 3570.00000 14280.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0087 805-86805 1.000 EACH| 1890.00000 1890.00| | SERVICE POINT, I | | | 0088 805-86889 182.000 m | 1.21000 220.22| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 12.000 EACH| 15.75000 189.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-86925 4.000 EACH| 21.00000 84.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0091 805-86930 12.000 EACH| 10.50000 126.00| | INSULATING LINK, NOT WATERPROOFED | | | 0092 805-86935 4.000 EACH| 15.75000 63.00| | INSULATING LINK, WATERPROOFED | | | 0093 805-98335 175.000 m | 12.05000 2108.75| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0094 805-98336 106.000 m | 12.05000 1277.30| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0095 807-02191 1.000 EACH| 525.00000 525.00| | HANDHOLE, LIGHTING | | | 0096 807-02428 6.000 EACH| 577.50000 3465.00| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0097 807-84752 6.000 EACH| 1312.50000 7875.00| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0098 807-86620 6.000 EACH| 367.50000 2205.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0099 807-86910 6.000 EACH| 26.25000 157.50| | CONNECTOR KIT, UNFUSED | | | 0100 807-86915 6.000 EACH| 29.40000 176.40| | CONNECTOR KIT, FUSED | | | 0101 807-86950 6.000 EACH| 31.50000 189.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0102 807-86955 8.000 EACH| 78.75000 630.00| | CABLE DUCT MARKER | | | 0103 808-06701 102.000 m | 1.37000 139.74| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0104 808-06705 288.000 m | 3.10000 892.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0105 808-06713 1456.000 m | 0.58000 844.48| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 808-06716 1360.000 m | 1.24000 1686.40| | LINE, REMOVE | | | 0107 808-75205 485.000 m | 1.37000 664.45| | LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0108 808-75215 61.000 m | 4.67000 284.87| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0109 808-75245 973.000 m | 1.37000 1333.01| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75278 64.000 m | 4.67000 298.88| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0111 808-75297 47.000 m | 9.14000 429.58| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0112 808-75320 15.000 EACH| 57.75000 866.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0113 808-75325 10.000 EACH| 78.75000 787.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0114 808-75996 30.000 EACH| 15.00000 450.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0115 808-75998 48.000 EACH| 31.50000 1512.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0116 808-92027 302.000 m | 3.10000 936.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0117 202-74045 30.000 EACH| 26.25000 787.50| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0118 202-78515 LUMP| 1575.00000 1575.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0119 213-52830 7.000 m3 | 100.00000 700.00| | FLOWABLE MORTAR | | | 0120 801-01428 30.000 m | 21.00000 630.00| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0121 720-44040 1.000 EACH| 1385.00000 1385.00| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,472.44 ROUTE : US 421 CALL ORDER : 121 CONTRACT ID : R -25037-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 804-06771 12.000 EACH| 18.85000 226.20| | DELINEATOR POST, FLEXIBLE | | | 0123 201-02858 131.000 m | 37.00000 4847.00| | DITCH CLEANING | | | 0124 720-95422 1.000 EACH| 1790.00000 1790.00| | MANHOLE, J4 | | | 0125 715-05156 24.000 m | 271.00000 6504.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0126 715-46030 1.000 EACH| 1200.00000 1200.00| | PIPE END SECTION, 750 mm | | | 0127 501-04771 LUMP| 2570.00000 2570.00| | CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 779,444.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,444.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5326002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,225,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 5,598,132.60 107.1412% 3 35-0248940 CORYDON STONE & ASPHALT $ 5,856,690.00 112.0897% 4 35-1139301 E & B PAVING, INC. $ 6,181,447.15 118.3052% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 7,190,392.00 137.6151% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 10.000 MOS | 1300.00000 13000.00| 1600.00000 16000.00| 900.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 20800.00000 20800.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 261000.00000 261000.00| 280000.00000 280000.00| 290000.00000 290000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1650.000 m | 6.65000 10972.50| 6.95000 11467.50| 7.00000 11550.00 GUARDRAIL, REMOVE | | | 0005 202-02272 1850.000 m | 6.00000 11100.00| 18.20000 33670.00| 7.00000 12950.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 274000.000 m2 | 0.25000 68500.00| 0.01000 2740.00| 0.18000 49320.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 16.000 EACH| 50.00000 800.00| 172.00000 2752.00| 50.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02020 5000.000 m3 | 11.00000 55000.00| 11.25000 56250.00| 5.00000 25000.00 EXCAVATION, UNCLASSIFIED | | | 0010 203-02080 18.340 km | 600.00000 11004.00| 1420.00000 26042.80| 4500.00000 82530.00 LINEAR GRADING | | | 0011 203-91878 1950.000 m | 12.00000 23400.00| 6.35000 12382.50| 10.00000 19500.00 LINEAR DITCH GRADING | | | 0012 211-02060 150.000 m3 | 37.00000 5550.00| 14.10000 2115.00| 20.00000 3000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-02051 25.000 Mg | 30.00000 750.00| 60.00000 1500.00| 40.00000 1000.00 STONE, 2 | | | 0014 303-04075 100.000 Mg | 13.00000 1300.00| 17.25000 1725.00| 15.00000 1500.00 COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 37900.000 Mg | 12.50000 473750.00| 19.35000 733365.00| 16.00000 606400.00 COMPACTED AGGREGATE, O, 53 | | | 0016 305-05204 100.000 Mg | 60.00000 6000.00| 88.00000 8800.00| 100.00000 10000.00 HMA FOR PATCHING | | | 0017 305-05731 13453.000 Mg | 30.00000 403590.00| 28.70000 386101.10| 36.00000 484308.00 WIDENING WITH QC/QA HMA --VOLUMETRIC | | | 0018 401-05455 27464.000 Mg | 28.75000 789590.00| 28.70000 788216.80| 30.00000 823920.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0019 401-05456 13732.000 Mg | 38.00000 521816.00| 38.00000 521816.00| 39.00000 535548.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0020 401-05459 28263.000 Mg | 28.50000 805495.50| 28.70000 811148.10| 28.00000 791364.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | --VOLUMETRIC | | | 0021 401-05464 7065.000 Mg | 31.00000 219015.00| 32.70000 231025.50| 36.00000 254340.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | 0022 401-06264 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 405-05517 160.000 Mg | 230.00000 36800.00| 315.00000 50400.00| 300.00000 48000.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 143.000 Mg | 190.00000 27170.00| 195.00000 27885.00| 200.00000 28600.00 ASPHALT FOR TACK COAT | | | 0025 601-94689 16.000 EACH| 2385.00000 38160.00| 2400.00000 38400.00| 2500.00000 40000.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1725.000 m | 33.00000 56925.00| 40.50000 69862.50| 35.00000 60375.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 1575.000 Mg | 36.00000 56700.00| 60.50000 95287.50| 60.00000 94500.00 HMA FOR APPROACHES | | | 0028 615-06525 26.000 EACH| 100.00000 2600.00| 275.00000 7150.00| 150.00000 3900.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0029 616-02305 835.000 m3 | 90.00000 75150.00| 160.00000 133600.00| 175.00000 146125.00 GABIONS | | | 0030 616-02320 20000.000 m2 | 1.40000 28000.00| 1.35000 27000.00| 1.50000 30000.00 GEOTEXTILES | | | 0031 616-06405 18000.000 Mg | 14.00000 252000.00| 20.00000 360000.00| 18.00000 324000.00 RIPRAP, REVETMENT | | | 0032 616-06451 7000.000 Mg | 14.00000 98000.00| 19.50000 136500.00| 18.00000 126000.00 RIPRAP, UNIFORM | | | 0033 616-95754 100.000 m | 6.00000 600.00| 9.30000 930.00| 5.00000 500.00 PAVED SIDE DITCH, BREAK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 1800.000 m2 | 1.15000 2070.00| 1.15000 2070.00| 1.20000 2160.00 MULCHED SEEDING, R | | | 0036 715-05019 22.000 m | 300.00000 6600.00| 476.00000 10472.00| 500.00000 11000.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0037 715-05053 2800.000 m | 35.00000 98000.00| 36.60000 102480.00| 36.00000 100800.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05119 3.000 m | 275.00000 825.00| 193.00000 579.00| 300.00000 900.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05203 37000.000 m | 4.40000 162800.00| 2.50000 92500.00| 5.00000 185000.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0040 715-46005 2.000 EACH| 280.00000 560.00| 400.00000 800.00| 280.00000 560.00 PIPE END SECTION, 375 mm | | | 0041 715-46040 40.000 EACH| 400.00000 16000.00| 390.00000 15600.00| 650.00000 26000.00 PIPE END SECTION, 900 mm | | | 0042 718-06529 350.000 EACH| 480.00000 168000.00| 300.00000 105000.00| 480.00000 168000.00 OUTLET PROTECTOR, 2 | | | 0043 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 3.00000 9000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0044 718-52610 1500.000 m3 | 35.00000 52500.00| 34.00000 51000.00| 36.00000 54000.00 AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 37000.000 m2 | 0.80000 29600.00| 0.70000 25900.00| 0.85000 31450.00 GEOTEXTILES FOR UNDERDRAIN | | | 0046 801-06203 40500.000 m | 0.40000 16200.00| 0.37000 14985.00| 0.70000 28350.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 40500.000 m | 3.85000 155925.00| 3.25000 131625.00| 2.25000 91125.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 43.000 EACH| 95.00000 4085.00| 80.00000 3440.00| 80.00000 3440.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 95288.00000 95288.00| 70000.00000 70000.00| 170000.00000 170000.00 MAINTAINING TRAFFIC | | | 0050 808-06712 3700.000 m | 0.15000 555.00| 0.16000 592.00| 0.16000 592.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 37000.000 m | 0.13000 4810.00| 0.16000 5920.00| 0.16000 5920.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 550.000 m | 0.15000 82.50| 0.16000 88.00| 0.16000 88.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-75297 100.000 m | 15.00000 1500.00| 11.00000 1100.00| 12.00000 1200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75996 786.000 EACH| 4.00000 3144.00| 2.80000 2200.80| 5.00000 3930.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 786.000 EACH| 20.00000 15720.00| 21.00000 16506.00| 20.00000 15720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 401-05467 36000.000 m | 0.18000 6480.00| 0.20000 7200.00| 0.25000 9000.00 MILLED HMA CORRUGATIONS | | | 0057 205-02224 300.000 m | 6.55000 1965.00| 6.60000 1980.00| 6.75000 2025.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0058 205-02229 100.000 m | 12.40000 1240.00| 12.50000 1250.00| 12.50000 1250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0059 205-02231 300.000 m | 16.00000 4800.00| 78.00000 23400.00| 25.00000 7500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0060 205-06789 250.000 m | 8.85000 2212.50| 8.85000 2212.50| 9.00000 2250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | SECTION TOTALS | $ 5,225,000.00| $ 5,598,132.60| $ 5,856,690.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,225,000.00| $ 5,598,132.60| $ 5,856,690.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 10.000 MOS | 1800.00000 18000.00| 2500.00000 25000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 13000.00000 13000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 300000.00000 300000.00| 1059850.10000 1059850.10| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1650.000 m | 9.00000 14850.00| 8.75000 14437.50| GUARDRAIL, REMOVE | | | 0005 202-02272 1850.000 m | 11.75000 21737.50| 15.50000 28675.00| PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 274000.000 m2 | 0.90000 246600.00| 1.00000 274000.00| SURFACE MILLING, ASPHALT | | | 0007 202-93741 16.000 EACH| 190.00000 3040.00| 380.00000 6080.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02020 5000.000 m3 | 7.80000 39000.00| 13.25000 66250.00| EXCAVATION, UNCLASSIFIED | | | 0010 203-02080 18.340 km | 21730.00000 398528.20| 5500.00000 100870.00| LINEAR GRADING | | | 0011 203-91878 1950.000 m | 11.00000 21450.00| 22.00000 42900.00| LINEAR DITCH GRADING | | | 0012 211-02060 150.000 m3 | 26.00000 3900.00| 38.00000 5700.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-02051 25.000 Mg | 52.00000 1300.00| 21.00000 525.00| STONE, 2 | | | 0014 303-04075 100.000 Mg | 31.00000 3100.00| 18.00000 1800.00| COMPACTED AGGREGATE, O, 73 | | | 0015 303-52308 37900.000 Mg | 12.00000 454800.00| 13.00000 492700.00| COMPACTED AGGREGATE, O, 53 | | | 0016 305-05204 100.000 Mg | 120.00000 12000.00| 120.00000 12000.00| HMA FOR PATCHING | | | 0017 305-05731 13453.000 Mg | 34.00000 457402.00| 33.90000 456056.70| WIDENING WITH QC/QA HMA --VOLUMETRIC | | | 0018 401-05455 27464.000 Mg | 30.00000 823920.00| 30.00000 823920.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0019 401-05456 13732.000 Mg | 41.00000 563012.00| 42.00000 576744.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0020 401-05459 28263.000 Mg | 30.00000 847890.00| 33.90000 958115.70| QC/QA HMA BASE 25.0 mm, SHOULDER | | | --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-05464 7065.000 Mg | 36.00000 254340.00| 42.00000 296730.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | 0022 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0023 405-05517 160.000 Mg | 325.00000 52000.00| 275.00000 44000.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 143.000 Mg | 200.00000 28600.00| 185.00000 26455.00| ASPHALT FOR TACK COAT | | | 0025 601-94689 16.000 EACH| 2160.00000 34560.00| 2100.00000 33600.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1725.000 m | 31.45000 54251.25| 33.00000 56925.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 1575.000 Mg | 68.00000 107100.00| 90.00000 141750.00| HMA FOR APPROACHES | | | 0028 615-06525 26.000 EACH| 262.50000 6825.00| 300.00000 7800.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0029 616-02305 835.000 m3 | 120.00000 100200.00| 135.00000 112725.00| GABIONS | | | 0030 616-02320 20000.000 m2 | 1.50000 30000.00| 2.25000 45000.00| GEOTEXTILES | | | 0031 616-06405 18000.000 Mg | 18.40000 331200.00| 18.00000 324000.00| RIPRAP, REVETMENT | | | 0032 616-06451 7000.000 Mg | 18.40000 128800.00| 21.00000 147000.00| RIPRAP, UNIFORM | | | 0033 616-95754 100.000 m | 10.00000 1000.00| 16.00000 1600.00| PAVED SIDE DITCH, BREAK | | | 0034 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 1800.000 m2 | 1.15000 2070.00| 1.25000 2250.00| MULCHED SEEDING, R | | | 0036 715-05019 22.000 m | 325.00000 7150.00| 130.00000 2860.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0037 715-05053 2800.000 m | 35.00000 98000.00| 37.00000 103600.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05119 3.000 m | 155.00000 465.00| 130.00000 390.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05203 37000.000 m | 3.90000 144300.00| 6.70000 247900.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0040 715-46005 2.000 EACH| 260.00000 520.00| 300.00000 600.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-46040 40.000 EACH| 730.00000 29200.00| 550.00000 22000.00| PIPE END SECTION, 900 mm | | | 0042 718-06529 350.000 EACH| 480.00000 168000.00| 520.00000 182000.00| OUTLET PROTECTOR, 2 | | | 0043 718-06532 3000.000 m | 3.00000 9000.00| 3.25000 9750.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0044 718-52610 1500.000 m3 | 35.00000 52500.00| 39.00000 58500.00| AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 37000.000 m2 | 0.80000 29600.00| 0.85000 31450.00| GEOTEXTILES FOR UNDERDRAIN | | | 0046 801-06203 40500.000 m | 0.35000 14175.00| 0.40000 16200.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 40500.000 m | 2.70000 109350.00| 3.45000 139725.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 43.000 EACH| 100.00000 4300.00| 83.00000 3569.00| CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 55000.00000 55000.00| 93000.00000 93000.00| MAINTAINING TRAFFIC | | | 0050 808-06712 3700.000 m | 0.15000 555.00| 0.16000 592.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 37000.000 m | 0.15000 5550.00| 0.16000 5920.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 550.000 m | 0.15000 82.50| 0.16000 88.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-75297 100.000 m | 10.85000 1085.00| 11.50000 1150.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75996 786.000 EACH| 4.20000 3301.20| 3.00000 2358.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 786.000 EACH| 20.00000 15720.00| 21.00000 16506.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 401-05467 36000.000 m | 0.60000 21600.00| 0.70000 25200.00| MILLED HMA CORRUGATIONS | | | 0057 205-02224 300.000 m | 6.55000 1965.00| 7.00000 2100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0058 205-02229 100.000 m | 12.40000 1240.00| 13.00000 1300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,500,998.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -25113-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 205-02231 300.000 m | 46.00000 13800.00| 55.00000 16500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0060 205-06789 250.000 m | 8.85000 2212.50| 9.50000 2375.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | SECTION TOTALS | $ 6,181,447.15| $ 7,190,392.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,181,447.15| $ 7,190,392.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4555002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,229,961.03 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,291,258.03 104.9836% 3 35-1698047 GRADEX, INC. $ 1,334,346.40 108.4868% 4 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,344,749.76 109.3327% 5 35-1673827 HENDERSON, H.E., INC. $ 1,459,403.48 118.6544% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,690,000.00 137.4027% 7 35-1315965 FOX CONTRACTORS $ 1,712,945.08 139.2682% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1698047 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 760.37000 4562.22| 1900.00000 11400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 24535.42000 24535.42| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 62000.00000 62000.00| 66700.00000 66700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 33300.00000 33300.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6494.000 m2 | 10.00000 64940.00| 1.76000 11429.44| 5.25000 34093.50 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 10000.00000 10000.00| 1931.04000 1931.04| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 15 | | | 0007 202-03000 LUMP| 10000.00000 10000.00| 2077.62000 2077.62| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 8 | | | 0008 202-60820 369.600 m2 | 8.00000 2956.80| 6.79000 2509.58| 5.00000 1848.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 72986.000 m3 | 3.50000 255451.00| 9.00000 656874.00| 6.37000 464920.82 EXCAVATION, COMMON | | | 0010 203-02045 3782.000 m3 | 4.00000 15128.00| 4.75000 17964.50| 4.75000 17964.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 205-02224 1288.800 m | 3.00000 3866.40| 4.93000 6353.78| 5.15000 6637.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1698047 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02231 342.000 m | 10.00000 3420.00| 68.91000 23567.22| 46.00000 15732.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 482.190 m3 | 8.00000 3857.52| 9.30000 4484.37| 5.75000 2772.59 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 211-02060 1226.500 m3 | 25.00000 30662.50| 1.62000 1986.93| 16.00000 19624.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 2822.000 Mg | 15.00000 42330.00| 4.59000 12952.98| 16.50000 46563.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 3323.000 Mg | 35.75000 118797.25| 29.06000 96566.38| 31.38000 104275.74 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 763.000 Mg | 39.60000 30214.80| 32.66000 24919.58| 35.27000 26911.01 HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 1055.000 Mg | 37.40000 39457.00| 32.96000 34772.80| 35.60000 37558.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 532.000 Mg | 47.30000 25163.60| 36.13000 19221.16| 39.02000 20758.64 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 461.300 Mg | 41.80000 19282.34| 32.01000 14766.21| 34.57000 15947.14 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05510 2561.400 m2 | 2.50000 6403.50| 1.47000 3765.26| 1.59000 4072.63 SEAL COAT, 1 | | | 0022 404-05514 1200.800 m2 | 5.75000 6904.60| 3.28000 3938.62| 3.54000 4250.83 SEAL COAT, 5 | | | 0023 405-05517 10.100 Mg | 379.50000 3832.95| 329.36000 3326.54| 355.70000 3592.57 ASPHALT FOR PRIME COAT | | | 0024 406-05520 7.100 Mg | 198.00000 1405.80| 197.99000 1405.73| 214.00000 1519.40 ASPHALT FOR TACK COAT | | | 0025 603-06040 314.000 m | 18.70000 5871.80| 17.53000 5504.42| 18.40000 5777.60 FENCE, FARM FIELD, 1190 mm | | | 0026 610-05527 953.700 Mg | 52.80000 50355.36| 36.54000 34848.20| 39.47000 37642.54 HMA FOR APPROACHES | | | 0027 611-06497 8.000 EACH| 125.00000 1000.00| 175.25000 1402.00| 184.00000 1472.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 150.00000 150.00| 206.18000 206.18| 216.00000 216.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06490 40.000 EACH| 112.00000 4480.00| 105.15000 4206.00| 110.00000 4400.00 RIGHT OF WAY MARKER | | | 0030 615-06505 8.000 EACH| 400.00000 3200.00| 438.13000 3505.04| 460.00000 3680.00 MONUMENT, B | | | 0031 616-02320 2726.000 m2 | 3.00000 8178.00| 1.04000 2835.04| 1.15000 3134.90 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1698047 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-06405 1975.000 Mg | 18.00000 35550.00| 19.24000 37999.00| 19.00000 37525.00 RIPRAP, REVETMENT | | | 0033 621-01004 8.000 EACH| 100.00000 800.00| 206.18000 1649.44| 215.00000 1720.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.000 Mg | 645.00000 1290.00| 603.08000 1206.16| 630.00000 1260.00 FERTILIZER | | | 0035 621-06559 13744.000 m2 | 0.41000 5635.04| 0.38000 5222.72| 0.40000 5497.60 MULCHED SEEDING, R | | | 0036 621-06567 304.000 kL | 0.58000 176.32| 0.55000 167.20| 0.57000 173.28 WATER | | | 0037 621-06574 1170.000 m2 | 3.30000 3861.00| 3.09000 3615.30| 3.50000 4095.00 SODDING | | | 0038 621-06575 15699.000 m2 | 3.30000 51806.70| 3.09000 48509.91| 3.50000 54946.50 SODDING, NURSERY | | | 0039 702-90915 1.250 m3 | 1000.00000 1250.00| 391.87000 489.84| 725.00000 906.25 CONCRETE, A | | | 0040 714-01764 45.000 m | 1500.00000 67500.00| 190.26000 8561.70| 1135.00000 51075.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1500 mm | | | 0041 714-26708 18.000 m | 1500.00000 27000.00| 266.25000 4792.50| 1150.00000 20700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0042 715-04612 40.000 m | 100.00000 4000.00| 31.90000 1276.00| 240.00000 9600.00 PIPE , TYPE I, DEFORMED, MIN. AREA | | | 0.604 m2 | | | 0043 715-05048 1045.000 m | 12.00000 12540.00| 7.78000 8130.10| 8.50000 8882.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 256.000 m | 15.00000 3840.00| 31.96000 8181.76| 33.00000 8448.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05154 115.000 m | 150.00000 17250.00| 22.49000 2586.35| 123.00000 14145.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-05169 150.000 m | 75.00000 11250.00| 17.62000 2643.00| 90.00000 13500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 20.000 EACH| 200.00000 4000.00| 68.92000 1378.40| 300.00000 6000.00 PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 400.00000 800.00| 93.36000 186.72| 400.00000 800.00 PIPE END SECTION, 600 mm | | | 0049 718-06529 16.000 EACH| 300.00000 4800.00| 618.54000 9896.64| 375.00000 6000.00 OUTLET PROTECTOR, 2 | | | 0050 718-52610 238.710 m3 | 25.00000 5967.75| 37.11000 8858.53| 26.00000 6206.46 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1698047 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 718-99153 2071.000 m2 | 2.50000 5177.50| 1.65000 3417.15| 1.00000 2071.00 GEOTEXTILES FOR UNDERDRAIN | | | 0052 720-45400 2.000 EACH| 1750.00000 3500.00| 1187.64000 2375.28| 2150.00000 4300.00 MANHOLE, A4 | | | 0053 801-06203 2898.000 m | 0.28000 811.44| 0.27000 782.46| 0.43000 1246.14 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06625 13.000 EACH| 100.00000 1300.00| 92.78000 1206.14| 74.50000 968.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 30.000 EACH| 85.00000 2550.00| 77.32000 2319.60| 74.50000 2235.00 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 50000.00000 50000.00| 1773.14000 1773.14| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0057 802-05701 45.570 m | 33.00000 1503.81| 30.93000 1409.48| 32.40000 1476.47 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 6.130 m2 | 215.00000 1317.95| 201.03000 1232.31| 211.00000 1293.43 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76035 3.240 m2 | 165.00000 534.60| 154.64000 501.03| 162.00000 524.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 804-06770 12.000 EACH| 20.00000 240.00| 17.53000 210.36| 18.40000 220.80 DELINEATOR POST | | | 0061 808-06713 1990.000 m | 0.21000 417.90| 0.20000 398.00| 0.43000 855.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-75245 1910.000 m | 0.21000 401.10| 0.20000 382.00| 0.92000 1757.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75297 8.800 m | 16.50000 145.20| 15.46000 136.05| 16.20000 142.56 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0064 808-75998 45.000 EACH| 31.90000 1435.50| 29.90000 1345.50| 31.32000 1409.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,229,961.03| $ 1,291,258.03| $ 1,334,346.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,229,961.03| $ 1,291,258.03| $ 1,334,346.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 |(5) 35-1673827 |(6) 35-0918397 |IAFRATE, ANGELO CONSTRUCTION|HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1025.00000 6150.00| 1115.00000 6690.00| 2000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 35645.00000 35645.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 64300.00000 64300.00| 98898.25000 98898.25| 87574.06000 87574.06 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 29335.00000 29335.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6494.000 m2 | 3.00000 19482.00| 3.63000 23573.22| 5.00000 32470.00 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 7000.00000 7000.00| 7782.00000 7782.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 15 | | | 0007 202-03000 LUMP| 7000.00000 7000.00| 7782.00000 7782.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 8 | | | 0008 202-60820 369.600 m2 | 4.00000 1478.40| 9.72000 3592.51| 8.00000 2956.80 SURFACE MILLING, ASPHALT | | | 0009 203-02000 72986.000 m3 | 6.50000 474409.00| 7.22000 526958.92| 10.00000 729860.00 EXCAVATION, COMMON | | | 0010 203-02045 3782.000 m3 | 9.00000 34038.00| 10.34000 39105.88| 4.50000 17019.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 205-02224 1288.800 m | 5.00000 6444.00| 5.02000 6469.78| 5.00000 6444.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 342.000 m | 60.00000 20520.00| 24.91000 8519.22| 43.50000 14877.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 482.190 m3 | 14.00000 6750.66| 10.39000 5009.95| 32.00000 15430.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 211-02060 1226.500 m3 | 30.00000 36795.00| 28.31000 34722.22| 33.00000 40474.50 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 2822.000 Mg | 15.00000 42330.00| 13.37000 37730.14| 18.00000 50796.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 3323.000 Mg | 29.00000 96367.00| 30.85000 102514.55| 33.00000 109659.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 763.000 Mg | 32.00000 24416.00| 34.77000 26529.51| 34.00000 25942.00 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 |(5) 35-1673827 |(6) 35-0918397 |IAFRATE, ANGELO CONSTRUCTION|HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 402-05474 1055.000 Mg | 33.00000 34815.00| 35.30000 37241.50| 34.50000 36397.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 532.000 Mg | 36.00000 19152.00| 39.33000 20923.56| 43.00000 22876.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 461.300 Mg | 32.00000 14761.60| 35.22000 16246.99| 39.00000 17990.70 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05510 2561.400 m2 | 1.50000 3842.10| 1.82000 4661.75| 1.60000 4098.24 SEAL COAT, 1 | | | 0022 404-05514 1200.800 m2 | 3.50000 4202.80| 3.75000 4503.00| 3.30000 3962.64 SEAL COAT, 5 | | | 0023 405-05517 10.100 Mg | 350.00000 3535.00| 345.83000 3492.88| 360.00000 3636.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 7.100 Mg | 200.00000 1420.00| 207.89000 1476.02| 200.00000 1420.00 ASPHALT FOR TACK COAT | | | 0025 603-06040 314.000 m | 20.00000 6280.00| 17.85000 5604.90| 18.00000 5652.00 FENCE, FARM FIELD, 1190 mm | | | 0026 610-05527 953.700 Mg | 36.00000 34333.20| 41.48000 39559.48| 55.00000 52453.50 HMA FOR APPROACHES | | | 0027 611-06497 8.000 EACH| 120.00000 960.00| 178.50000 1428.00| 178.00000 1424.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 160.00000 160.00| 210.00000 210.00| 210.00000 210.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06490 40.000 EACH| 110.00000 4400.00| 107.10000 4284.00| 107.00000 4280.00 RIGHT OF WAY MARKER | | | 0030 615-06505 8.000 EACH| 480.00000 3840.00| 446.25000 3570.00| 445.00000 3560.00 MONUMENT, B | | | 0031 616-02320 2726.000 m2 | 3.00000 8178.00| 1.61000 4388.86| 2.25000 6133.50 GEOTEXTILES | | | 0032 616-06405 1975.000 Mg | 18.00000 35550.00| 24.98000 49335.50| 28.40000 56090.00 RIPRAP, REVETMENT | | | 0033 621-01004 8.000 EACH| 200.00000 1600.00| 210.00000 1680.00| 210.00000 1680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.000 Mg | 600.00000 1200.00| 614.25000 1228.50| 615.00000 1230.00 FERTILIZER | | | 0035 621-06559 13744.000 m2 | 0.70000 9620.80| 0.39000 5360.16| 0.40000 5497.60 MULCHED SEEDING, R | | | 0036 621-06567 304.000 kL | 0.60000 182.40| 0.56000 170.24| 0.55000 167.20 WATER | | | 0037 621-06574 1170.000 m2 | 3.00000 3510.00| 3.15000 3685.50| 3.15000 3685.50 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 |(5) 35-1673827 |(6) 35-0918397 |IAFRATE, ANGELO CONSTRUCTION|HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 15699.000 m2 | 3.25000 51021.75| 3.15000 49451.85| 3.15000 49451.85 SODDING, NURSERY | | | 0039 702-90915 1.250 m3 | 1000.00000 1250.00| 852.21000 1065.26| 2000.00000 2500.00 CONCRETE, A | | | 0040 714-01764 45.000 m | 1300.00000 58500.00| 1130.30000 50863.50| 1230.00000 55350.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1500 mm | | | 0041 714-26708 18.000 m | 1500.00000 27000.00| 1157.30000 20831.40| 1450.00000 26100.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0042 715-04612 40.000 m | 300.00000 12000.00| 102.95000 4118.00| 112.00000 4480.00 PIPE , TYPE I, DEFORMED, MIN. AREA | | | 0.604 m2 | | | 0043 715-05048 1045.000 m | 7.00000 7315.00| 10.68000 11160.60| 8.00000 8360.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 256.000 m | 20.00000 5120.00| 18.47000 4728.32| 32.50000 8320.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05154 115.000 m | 125.00000 14375.00| 100.18000 11520.70| 116.00000 13340.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-05169 150.000 m | 80.00000 12000.00| 41.32000 6198.00| 70.00000 10500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 20.000 EACH| 400.00000 8000.00| 165.80000 3316.00| 258.00000 5160.00 PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 500.00000 1000.00| 186.80000 373.60| 315.00000 630.00 PIPE END SECTION, 600 mm | | | 0049 718-06529 16.000 EACH| 600.00000 9600.00| 502.00000 8032.00| 630.00000 10080.00 OUTLET PROTECTOR, 2 | | | 0050 718-52610 238.710 m3 | 35.00000 8354.85| 29.43000 7025.24| 37.80000 9023.24 AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 2071.000 m2 | 2.00000 4142.00| 1.51000 3127.21| 1.70000 3520.70 GEOTEXTILES FOR UNDERDRAIN | | | 0052 720-45400 2.000 EACH| 1060.00000 2120.00| 1690.25000 3380.50| 2080.00000 4160.00 MANHOLE, A4 | | | 0053 801-06203 2898.000 m | 0.30000 869.40| 0.56000 1622.88| 0.27000 782.46 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06625 13.000 EACH| 90.00000 1170.00| 94.50000 1228.50| 94.50000 1228.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 30.000 EACH| 75.00000 2250.00| 78.75000 2362.50| 78.75000 2362.50 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 13500.00000 13500.00| 53384.50000 53384.50| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 |(5) 35-1673827 |(6) 35-0918397 |IAFRATE, ANGELO CONSTRUCTION|HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 802-05701 45.570 m | 40.00000 1822.80| 31.50000 1435.46| 31.50000 1435.46 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 6.130 m2 | 200.00000 1226.00| 204.75000 1255.12| 204.75000 1255.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76035 3.240 m2 | 200.00000 648.00| 157.50000 510.30| 157.50000 510.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 804-06770 12.000 EACH| 15.00000 180.00| 17.85000 214.20| 17.85000 214.20 DELINEATOR POST | | | 0061 808-06713 1990.000 m | 0.20000 398.00| 0.20000 398.00| 0.20000 398.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-75245 1910.000 m | 0.20000 382.00| 0.20000 382.00| 0.20000 382.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75297 8.800 m | 15.00000 132.00| 15.75000 138.60| 15.75000 138.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0064 808-75998 45.000 EACH| 30.00000 1350.00| 30.45000 1370.25| 30.45000 1370.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,344,749.76| $ 1,459,403.48| $ 1,690,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,344,749.76| $ 1,459,403.48| $ 1,690,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1315965 | | |FOX CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1130.00000 6780.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 24990.00000 24990.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35400.00000 35400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62337.00000 62337.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 6494.000 m2 | 5.48000 35587.12| | PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 9677.00000 9677.00| | HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 15 | | | 0007 202-03000 LUMP| 9677.00000 9677.00| | HOUSES AND BUILDINGS, REMOVE PARCEL No. | | | 8 | | | 0008 202-60820 369.600 m2 | 11.61000 4291.06| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 72986.000 m3 | 11.47000 837149.42| | EXCAVATION, COMMON | | | 0010 203-02045 3782.000 m3 | 9.39000 35512.98| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 205-02224 1288.800 m | 5.02000 6469.78| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 342.000 m | 15.36000 5253.12| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 482.190 m3 | 4.73000 2280.76| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 211-02060 1226.500 m3 | 14.80000 18152.20| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 2822.000 Mg | 14.03000 39592.66| | COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 3323.000 Mg | 30.50000 101351.50| | HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 763.000 Mg | 34.28000 26155.64| | HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1315965 | | |FOX CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 402-05474 1055.000 Mg | 34.60000 36503.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 532.000 Mg | 37.92000 20173.44| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 461.300 Mg | 33.60000 15499.68| | HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05510 2561.400 m2 | 1.54000 3944.56| | SEAL COAT, 1 | | | 0022 404-05514 1200.800 m2 | 3.44000 4130.75| | SEAL COAT, 5 | | | 0023 405-05517 10.100 Mg | 345.83000 3492.88| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 7.100 Mg | 207.79000 1475.31| | ASPHALT FOR TACK COAT | | | 0025 603-06040 314.000 m | 19.94000 6261.16| | FENCE, FARM FIELD, 1190 mm | | | 0026 610-05527 953.700 Mg | 38.35000 36574.40| | HMA FOR APPROACHES | | | 0027 611-06497 8.000 EACH| 126.00000 1008.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 168.00000 168.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06490 40.000 EACH| 115.45000 4618.00| | RIGHT OF WAY MARKER | | | 0030 615-06505 8.000 EACH| 503.76000 4030.08| | MONUMENT, B | | | 0031 616-02320 2726.000 m2 | 2.07000 5642.82| | GEOTEXTILES | | | 0032 616-06405 1975.000 Mg | 22.85000 45128.75| | RIPRAP, REVETMENT | | | 0033 621-01004 8.000 EACH| 210.00000 1680.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.000 Mg | 614.25000 1228.50| | FERTILIZER | | | 0035 621-06559 13744.000 m2 | 0.39000 5360.16| | MULCHED SEEDING, R | | | 0036 621-06567 304.000 kL | 0.56000 170.24| | WATER | | | 0037 621-06574 1170.000 m2 | 3.15000 3685.50| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1315965 | | |FOX CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 15699.000 m2 | 3.15000 49451.85| | SODDING, NURSERY | | | 0039 702-90915 1.250 m3 | 1191.00000 1488.75| | CONCRETE, A | | | 0040 714-01764 45.000 m | 1413.23000 63595.35| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1500 mm | | | 0041 714-26708 18.000 m | 1830.60000 32950.80| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0042 715-04612 40.000 m | 162.02000 6480.80| | PIPE , TYPE I, DEFORMED, MIN. AREA | | | 0.604 m2 | | | 0043 715-05048 1045.000 m | 10.37000 10836.65| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 256.000 m | 43.01000 11010.56| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05154 115.000 m | 108.49000 12476.35| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0046 715-05169 150.000 m | 81.10000 12165.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 20.000 EACH| 496.00000 9920.00| | PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 836.00000 1672.00| | PIPE END SECTION, 600 mm | | | 0049 718-06529 16.000 EACH| 392.00000 6272.00| | OUTLET PROTECTOR, 2 | | | 0050 718-52610 238.710 m3 | 27.82000 6640.91| | AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 2071.000 m2 | 1.21000 2505.91| | GEOTEXTILES FOR UNDERDRAIN | | | 0052 720-45400 2.000 EACH| 2860.00000 5720.00| | MANHOLE, A4 | | | 0053 801-06203 2898.000 m | 0.27000 782.46| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06625 13.000 EACH| 94.46000 1227.98| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 30.000 EACH| 78.71000 2361.30| | CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 7933.00000 7933.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,588,454.56 ROUTE : SR 39 CALL ORDER : 141 CONTRACT ID : R -25136-A COUNTIES : MORGAN LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1315965 | | |FOX CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 802-05701 45.570 m | 51.28000 2336.83| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 6.130 m2 | 89.25000 547.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76035 3.240 m2 | 84.00000 272.16| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 804-06770 12.000 EACH| 48.00000 576.00| | DELINEATOR POST | | | 0061 808-06713 1990.000 m | 0.20000 398.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-75245 1910.000 m | 0.20000 382.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75297 8.800 m | 15.75000 138.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0064 808-75998 45.000 EACH| 30.45000 1370.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,712,945.08| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,712,945.08| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 145 CONTRACT ID : R -25139-B COUNTIES : WAYNE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 409,513.52 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 147 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 147 CONTRACT ID : R -25144-A COUNTIES : VIGO LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996095 WABASH VALLEY/FEUTZ CONTRACTORS JV $ 4,382,467.89 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 5,683,754.92 129.6930% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,560.29 ROUTE : SR 9 CALL ORDER : 151 CONTRACT ID : R -25150-A COUNTIES : HANCOCK LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1777008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 182,793.46 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 189,715.50 103.7868% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 196,218.03 107.3441% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 198,300.00 108.4830% 5 35-1139301 E & B PAVING, INC. $ 223,276.21 122.1467% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 1.000 MOS | 2700.00000 2700.00| 1500.00000 1500.00| 2100.00000 2100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 9500.00000 9500.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9100.00000 9100.00| 9400.00000 9400.00| 9800.00000 9800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 3000.00000 3000.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 1084.000 m2 | 3.00000 3252.00| 3.50000 3794.00| 2.75000 2981.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 94.000 m3 | 30.00000 2820.00| 35.00000 3290.00| 21.00000 1974.00 EXCAVATION, COMMON | | | 0007 203-02070 658.000 m3 | 30.00000 19740.00| 30.00000 19740.00| 35.00000 23030.00 BORROW | | | 0008 215-06458 1438.000 m3 | 11.00000 15818.00| 11.00000 15818.00| 3.00000 4314.00 SUBGRADE, MODIFIED | | | 0009 303-04075 1674.000 Mg | 9.60000 16070.40| 19.00000 31806.00| 21.50000 35991.00 COMPACTED AGGREGATE, O, 73 | | | 0010 303-52308 115.000 Mg | 30.00000 3450.00| 35.00000 4025.00| 27.70000 3185.50 COMPACTED AGGREGATE, O, 53 | | | 0011 401-05437 888.000 Mg | 60.00000 53280.00| 41.00000 36408.00| 41.40000 36763.20 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 404-05511 551.000 m2 | 2.15000 1184.65| 2.00000 1102.00| 2.60000 1432.60 SEAL COAT, 2 | | | 0015 404-05514 496.000 m2 | 2.90000 1438.40| 4.50000 2232.00| 4.20000 2083.20 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,560.29 ROUTE : SR 9 CALL ORDER : 151 CONTRACT ID : R -25150-A COUNTIES : HANCOCK LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 405-05517 0.690 Mg | 525.00000 362.25| 700.00000 483.00| 750.00000 517.50 ASPHALT FOR PRIME COAT | | | 0017 406-05520 1.140 Mg | 190.00000 216.60| 200.00000 228.00| 750.00000 855.00 ASPHALT FOR TACK COAT | | | 0018 406-06466 463.000 m | 3.00000 1389.00| 4.00000 1852.00| 1.05000 486.15 POLYMERIC ASPHALT JOINT TAPE | | | 0019 610-05527 27.000 Mg | 100.00000 2700.00| 70.00000 1890.00| 32.50000 877.50 HMA FOR APPROACHES | | | 0020 615-06490 18.000 EACH| 120.00000 2160.00| 125.00000 2250.00| 120.00000 2160.00 RIGHT OF WAY MARKER | | | 0021 621-01004 1.000 EACH| 425.00000 425.00| 450.00000 450.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06545 0.143 Mg | 1000.00000 143.00| 965.00000 138.00| 1000.00000 143.00 FERTILIZER | | | 0023 621-06553 30.000 kg | 14.50000 435.00| 15.00000 450.00| 15.00000 450.00 SEED MIXTURE, R | | | 0024 621-06565 0.713 Mg | 975.00000 695.18| 1000.00000 713.00| 1000.00000 713.00 MULCHING MATERIAL | | | 0025 621-06567 22.300 kL | 0.60000 13.38| 1.00000 22.30| 0.60000 13.38 WATER | | | 0026 702-94656 0.100 m3 | 2800.00000 280.00| 7500.00000 750.00| 2500.00000 250.00 CONCRETE, B | | | 0027 801-06640 10.000 EACH| 60.00000 600.00| 55.00000 550.00| 64.00000 640.00 CONSTRUCTION SIGN, A | | | 0028 801-06645 2.000 EACH| 37.00000 74.00| 30.00000 60.00| 39.00000 78.00 CONSTRUCTION SIGN, B | | | 0029 801-06775 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 20350.00000 20350.00 MAINTAINING TRAFFIC | | | 0030 808-06703 135.000 m | 1.00000 135.00| 1.30000 175.50| 1.10000 148.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0031 808-06713 520.000 m | 0.28000 145.60| 1.10000 572.00| 0.30000 156.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-75245 624.000 m | 1.00000 624.00| 1.30000 811.20| 1.10000 686.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0033 808-75297 13.000 m | 10.00000 130.00| 13.50000 175.50| 11.00000 143.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 2.000 EACH| 53.00000 106.00| 60.00000 120.00| 57.00000 114.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,560.29 ROUTE : SR 9 CALL ORDER : 151 CONTRACT ID : R -25150-A COUNTIES : HANCOCK LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75325 2.000 EACH| 65.00000 130.00| 80.00000 160.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 401-05455 238.000 Mg | 67.00000 15946.00| 50.00000 11900.00| 60.45000 14387.10 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0037 401-05456 190.000 Mg | 67.00000 12730.00| 65.00000 12350.00| 57.00000 10830.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 182,793.46| $ 189,715.50| $ 196,218.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,793.46| $ 189,715.50| $ 196,218.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,560.29 ROUTE : SR 9 CALL ORDER : 151 CONTRACT ID : R -25150-A COUNTIES : HANCOCK LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 1.000 MOS | 1800.00000 1800.00| 2500.00000 2500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5800.00000 5800.00| 6400.00000 6400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9700.00000 9700.00| 11150.00000 11150.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3226.21000 3226.21| 3650.00000 3650.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 1084.000 m2 | 3.60000 3902.40| 4.75000 5149.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 94.000 m3 | 30.00000 2820.00| 71.50000 6721.00| EXCAVATION, COMMON | | | 0007 203-02070 658.000 m3 | 18.00000 11844.00| 30.00000 19740.00| BORROW | | | 0008 215-06458 1438.000 m3 | 17.00000 24446.00| 22.00000 31636.00| SUBGRADE, MODIFIED | | | 0009 303-04075 1674.000 Mg | 20.00000 33480.00| 28.00000 46872.00| COMPACTED AGGREGATE, O, 73 | | | 0010 303-52308 115.000 Mg | 40.60000 4669.00| 28.00000 3220.00| COMPACTED AGGREGATE, O, 53 | | | 0011 401-05437 888.000 Mg | 48.75000 43290.00| 42.00000 37296.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 404-05511 551.000 m2 | 4.15000 2286.65| 6.35000 3498.85| SEAL COAT, 2 | | | 0015 404-05514 496.000 m2 | 5.90000 2926.40| 10.50000 5208.00| SEAL COAT, 5 | | | 0016 405-05517 0.690 Mg | 200.00000 138.00| 1400.00000 966.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 1.140 Mg | 150.00000 171.00| 186.00000 212.04| ASPHALT FOR TACK COAT | | | 0018 406-06466 463.000 m | 2.60000 1203.80| 3.50000 1620.50| POLYMERIC ASPHALT JOINT TAPE | | | 0019 610-05527 27.000 Mg | 84.00000 2268.00| 76.00000 2052.00| HMA FOR APPROACHES | | | 0020 615-06490 18.000 EACH| 121.00000 2178.00| 115.00000 2070.00| RIGHT OF WAY MARKER | | | 0021 621-01004 1.000 EACH| 428.50000 428.50| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,560.29 ROUTE : SR 9 CALL ORDER : 151 CONTRACT ID : R -25150-A COUNTIES : HANCOCK LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 621-06545 0.143 Mg | 998.00000 142.71| 965.00000 138.00| FERTILIZER | | | 0023 621-06553 30.000 kg | 14.50000 435.00| 13.75000 412.50| SEED MIXTURE, R | | | 0024 621-06565 0.713 Mg | 973.00000 693.75| 925.00000 659.53| MULCHING MATERIAL | | | 0025 621-06567 22.300 kL | 0.60000 13.38| 0.55000 12.27| WATER | | | 0026 702-94656 0.100 m3 | 4089.00000 408.90| 3000.00000 300.00| CONCRETE, B | | | 0027 801-06640 10.000 EACH| 61.00000 610.00| 80.00000 800.00| CONSTRUCTION SIGN, A | | | 0028 801-06645 2.000 EACH| 37.00000 74.00| 30.00000 60.00| CONSTRUCTION SIGN, B | | | 0029 801-06775 LUMP| 14545.00000 14545.00| 6150.00000 6150.00| MAINTAINING TRAFFIC | | | 0030 808-06703 135.000 m | 1.05000 141.75| 0.98000 132.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0031 808-06713 520.000 m | 0.30000 156.00| 0.26000 135.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-75245 624.000 m | 1.05000 655.20| 0.98000 611.52| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0033 808-75297 13.000 m | 10.05000 130.65| 9.50000 123.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 2.000 EACH| 52.80000 105.60| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 2.000 EACH| 65.50000 131.00| 62.00000 124.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 401-05455 238.000 Mg | 47.20000 11233.60| 47.00000 11186.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0037 401-05456 190.000 Mg | 64.45000 12245.50| 63.00000 11970.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 198,300.00| $ 223,276.21| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,300.00| $ 223,276.21| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 20090AD 2009034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 2,187,691.17 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,225,767.45 101.7404% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 9.000 MOS | 1090.00000 9810.00| 900.00000 8100.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 17000.00000 17000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 109000.00000 109000.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 40.000 m | 25.00000 1000.00| 25.00000 1000.00| GUARDRAIL, REMOVE | | | 0005 202-04089 2.000 EACH| 16.00000 32.00| 16.00000 32.00| SHEET SIGN, REMOVE | | | 0006 202-60820 194328.100 m2 | 0.77000 149632.63| 0.90000 174895.29| SURFACE MILLING, ASPHALT | | | 0007 202-74045 2.000 EACH| 7.80000 15.60| 7.80000 15.60| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-78515 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-86946 1.000 EACH| 250.00000 250.00| 250.00000 250.00| HANDHOLE, REMOVE | | | 0010 202-90277 2.000 EACH| 200.00000 400.00| 200.00000 400.00| DETECTOR HOUSING, REMOVE | | | 0011 202-94793 109.800 m | 45.93000 5043.11| 75.69000 8310.76| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0012 211-02060 35.000 m3 | 14.39000 503.65| 15.40000 539.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 305-05204 220.000 Mg | 88.18000 19399.60| 80.00000 17600.00| HMA FOR PATCHING | | | 0015 401-05455 28898.300 Mg | 27.88000 805684.60| 27.00000 780254.10| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05456 14581.600 Mg | 36.33000 529749.53| 40.00000 583264.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0017 401-06264 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0018 402-05468 126.000 Mg | 39.11000 4927.86| 40.00000 5040.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05473 15.000 Mg | 27.88000 418.20| 35.00000 525.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 7.000 Mg | 36.33000 254.31| 40.00000 280.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 406-05520 100.840 Mg | 110.23000 11115.59| 165.00000 16638.60| ASPHALT FOR TACK COAT | | | 0022 601-01115 22.860 m | 93.00000 2125.98| 93.00000 2125.98| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0023 601-01839 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-05586 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0026 601-05999 4.000 EACH| 40.00000 160.00| 40.00000 160.00| CURVED TERMINAL END | | | 0027 601-06242 6.000 EACH| 15600.00000 93600.00| 15706.60000 94239.60| IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0028 601-06424 6.000 EACH| 6600.00000 39600.00| 6600.00000 39600.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-2 | | | 0029 601-94689 8.000 EACH| 2300.00000 18400.00| 2300.00000 18400.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 280.700 m | 33.00000 9263.10| 33.00000 9263.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99106 50.940 m | 63.00000 3209.22| 63.00000 3209.22| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0032 602-06032 70.800 m | 200.00000 14160.00| 249.21000 17644.07| BARRIER, MEDIAN, CONCRETE | | | 0033 605-06120 144.000 m | 40.98000 5901.12| 80.00000 11520.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 356.000 m2 | 3.54000 1260.24| 0.93000 331.08| GEOTEXTILES | | | 0035 616-06405 226.800 Mg | 28.90000 6554.52| 24.00000 5443.20| RIPRAP, REVETMENT | | | 0036 715-05118 12.800 m | 244.06000 3123.97| 260.00000 3328.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0037 715-05168 20.000 m | 183.10000 3662.00| 93.00000 1860.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0038 715-05169 29.100 m | 246.06000 7160.35| 210.00000 6111.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 720-44000 3.000 EACH| 365.00000 1095.00| 240.00000 720.00| CASTING, ADJUST TO GRADE | | | 0040 720-45005 1.000 EACH| 1910.00000 1910.00| 1000.00000 1000.00| INLET, A2 | | | 0041 801-06640 39.000 EACH| 65.00000 2535.00| 65.00000 2535.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 56567.20000 56567.20| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0043 802-05701 6.000 m | 24.00000 144.00| 24.00000 144.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-76025 3.375 m2 | 145.20000 490.05| 145.20000 490.05| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 1.288 m2 | 148.50000 191.27| 148.50000 191.27| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 802-76045 2.972 m2 | 152.10000 452.04| 152.10000 452.04| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0047 805-02087 LUMP| 800.00000 800.00| 800.00000 800.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0049 805-06592 123.000 m | 33.00000 4059.00| 33.00000 4059.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0050 805-06951 7.000 EACH| 460.00000 3220.00| 460.00000 3220.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER, GREEN | | | 0051 805-06953 5.000 EACH| 510.00000 2550.00| 510.00000 2550.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 805-78415 2.000 EACH| 1650.00000 3300.00| 1660.00000 3320.00| SPAN, CATENARY, AND TETHER | | | 0054 805-78420 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| DISCONNECT HANGER | | | 0055 805-78445 1.000 EACH| 400.00000 400.00| 400.00000 400.00| SIGNAL SERVICE | | | 0056 805-78467 17.500 m | 4.50000 78.75| 4.50000 78.75| SIGNAL CABLE, 3C 8GA. | | | 0057 805-78470 1965.000 m | 2.00000 3930.00| 1.00000 1965.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78485 220.000 m | 3.10000 682.00| 3.10000 682.00| SIGNAL CABLE, 5C 14GA. | | | 0059 805-78490 140.000 m | 3.20000 448.00| 3.20000 448.00| SIGNAL CABLE, 7C 14GA. | | | 0060 805-78510 1875.000 m | 3.00000 5625.00| 3.00000 5625.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78785 9.000 EACH| 350.00000 3150.00| 350.00000 3150.00| SIGNAL DETECTOR HOUSING | | | 0062 805-78795 310.000 m | 31.00000 9610.00| 31.00000 9610.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 805-78925 1.000 EACH| 550.00000 550.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0064 808-01468 69.600 m | 17.90000 1245.84| 18.00000 1252.80| LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0065 808-01503 13.400 m | 21.00000 281.40| 21.60000 289.44| LINE, EPOXY, BROKEN, YELLOW, 150 mm, | | | 600 mm LINE, 1200 MM GAP | | | 0066 808-01508 27.000 m | 36.00000 972.00| 13.80000 372.60| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0068 808-03002 5147.800 m | 1.60000 8236.48| 1.65000 8493.87| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0069 808-03178 97.000 EACH| 275.00000 26675.00| 245.00000 23765.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0070 808-03179 94.000 EACH| 375.00000 35250.00| 389.00000 36566.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0071 808-03631 9553.000 m | 1.60000 15284.80| 1.65000 15762.45| LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-03632 11750.300 m | 1.60000 18800.48| 1.65000 19388.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0073 808-04896 744.100 m | 1.60000 1190.56| 1.65000 1227.77| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0074 808-05534 227.700 m | 3.25000 740.03| 3.30000 751.41| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0075 808-75053 61.000 m | 17.35000 1058.35| 18.55000 1131.55| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0076 808-75067 521.000 m | 52.00000 27092.00| 54.90000 28602.90| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0077 808-75077 4.000 EACH| 1275.00000 5100.00| 1362.00000 5448.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC WORD, R X R | | | 0078 808-75996 2000.000 EACH| 2.60000 5200.00| 1.75000 3500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-91603 205.000 m | 0.85000 174.25| 4.40000 902.00| CURB PAINTING, WHITE | | | 0080 808-91662 129.900 m | 52.00000 6754.80| 20.75000 2695.43| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0081 808-95933 3624.100 m | 0.85000 3080.49| 4.40000 15946.04| CURB PAINTING, YELLOW | | | 0082 105-04655 5.000 MOS | 310.00000 1550.00| 200.00000 1000.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0083 601-06035 40.000 m | 50.00000 2000.00| 50.00000 2000.00| GUARDRAIL, RESET | | | 0084 610-05527 420.000 Mg | 57.67000 24221.40| 40.00000 16800.00| HMA FOR APPROACHES | | | 0085 801-06203 3000.000 m | 0.80000 2400.00| 0.80000 2400.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06207 3000.000 m | 0.03000 90.00| 2.00000 6000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0087 805-01820 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| SIGNAL STRAIN POLE, STEEL, INSTALL | | | 0088 805-01842 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| HANDHOLE, SIGNAL | | | 0089 805-06834 1.000 EACH| 7850.00000 7850.00| 7850.00000 7850.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,817,509.09 ROUTE : SR 930 SR CALL ORDER : 161 CONTRACT ID : R -25205-A COUNTIES : ALLEN LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-01815 2.000 EACH| 1680.00000 3360.00| 1680.00000 3360.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0091 808-06848 34.200 m | 14.00000 478.80| 14.40000 492.48| LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | SECTION TOTALS | $ 2,187,691.17| $ 2,225,767.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,187,691.17| $ 2,225,767.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : NUS 231 CALL ORDER : 165 CONTRACT ID : R -25271-B COUNTIES : DUBOIS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 311,891.10 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,208,024.52 ROUTE : US 150 CALL ORDER : 171 CONTRACT ID : R -25315-A COUNTIES : FLOYD LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0303024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,196,000.00 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 1,208,997.55 101.0867% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|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 12.000 MOS | 1250.00000 15000.00| 1000.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| 60000.00000 60000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 23500.00000 23500.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 228.000 m | 12.00000 2736.00| 15.00000 3420.00| GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 2100.00000 2100.00| 2200.00000 2200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11S1 | | | 0007 202-60820 612.000 m2 | 3.50000 2142.00| 7.50000 4590.00| SURFACE MILLING, ASPHALT | | | 0008 202-60821 108.000 m2 | 3.50000 378.00| 7.50000 810.00| SURFACE MILLING, BITUMINOUS | | | 0009 203-02045 2974.000 m3 | 5.50000 16357.00| 7.00000 20818.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02055 32982.000 m3 | 9.00000 296838.00| 8.25000 272101.50| EMBANKMENT | | | 0011 205-02224 117.000 m | 6.10000 713.70| 6.50000 760.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02226 40.000 m | 15.90000 636.00| 17.00000 680.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0013 205-02227 365.000 m | 12.00000 4380.00| 5.00000 1825.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,208,024.52 ROUTE : US 150 CALL ORDER : 171 CONTRACT ID : R -25315-A COUNTIES : FLOYD LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02228 34.000 m | 100.00000 3400.00| 50.00000 1700.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0015 205-02229 91.000 m | 12.85000 1169.35| 13.50000 1228.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02231 14.000 m | 110.00000 1540.00| 25.00000 350.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02232 282.000 m3 | 22.00000 6204.00| 30.00000 8460.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0018 211-02060 300.200 m3 | 38.00000 11407.60| 40.00000 12008.00| B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-52308 5701.000 Mg | 16.00000 91216.00| 15.00000 85515.00| COMPACTED AGGREGATE, O, 53 | | | 0020 401-05437 3450.000 Mg | 34.00000 117300.00| 32.00000 110400.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 1433.000 Mg | 37.00000 53021.00| 37.00000 53021.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05464 643.000 Mg | 44.00000 28292.00| 60.00000 38580.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0023 402-05470 1832.000 Mg | 27.00000 49464.00| 29.00000 53128.00| HMA BASE C25.0 mm, MAINLINE | | | 0024 402-05474 2310.000 Mg | 31.00000 71610.00| 30.00000 69300.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05481 941.000 Mg | 31.00000 29171.00| 34.00000 31994.00| HMA BASE 25.0 mm, SHOULDER | | | 0026 405-05517 6.700 Mg | 300.00000 2010.00| 300.00000 2010.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 8.410 Mg | 200.00000 1682.00| 200.00000 1682.00| ASPHALT FOR TACK COAT | | | 0028 610-05527 313.700 Mg | 48.00000 15057.60| 60.00000 18822.00| HMA FOR APPROACHES | | | 0029 611-06497 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 611-06498 2.000 EACH| 250.00000 500.00| 250.00000 500.00| MAILBOX ASSEMBLY, DOUBLE | | | 0031 611-95023 1.000 EACH| 70.00000 70.00| 200.00000 200.00| MAILBOX ASSEMBLY, RESET | | | 0032 615-06490 39.000 EACH| 110.00000 4290.00| 125.00000 4875.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,208,024.52 ROUTE : US 150 CALL ORDER : 171 CONTRACT ID : R -25315-A COUNTIES : FLOYD LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06505 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| MONUMENT, B | | | 0034 615-06510 1.000 EACH| 400.00000 400.00| 480.00000 480.00| MONUMENT, C | | | 0035 616-02320 5714.000 m2 | 1.75000 9999.50| 2.00000 11428.00| GEOTEXTILES | | | 0036 616-06451 2374.000 Mg | 30.00000 71220.00| 30.00000 71220.00| RIPRAP, UNIFORM | | | 0037 621-01004 4.000 EACH| 640.00000 2560.00| 700.00000 2800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01956 505.000 kg | 10.45000 5277.25| 11.00000 5555.00| SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 3.000 Mg | 530.00000 1590.00| 550.00000 1650.00| FERTILIZER | | | 0040 621-06565 11.000 Mg | 475.00000 5225.00| 500.00000 5500.00| MULCHING MATERIAL | | | 0041 621-06567 200.000 kL | 1.00000 200.00| 1.00000 200.00| WATER | | | 0042 621-06574 9991.000 m2 | 3.60000 35967.60| 4.50000 44959.50| SODDING | | | 0043 622-52436 29.000 EACH| 25.00000 725.00| 26.00000 754.00| SIGN, DO NOT MOW OR SPRAY | | | 0044 715-05019 92.500 m | 235.00000 21737.50| 250.00000 23125.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05021 135.000 m | 55.00000 7425.00| 60.00000 8100.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-05028 1.000 m | 123.00000 123.00| 130.00000 130.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05031 32.500 m | 93.00000 3022.50| 98.00000 3185.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0048 715-05048 1758.000 m | 10.00000 17580.00| 10.75000 18898.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-46005 4.000 EACH| 150.00000 600.00| 150.00000 600.00| PIPE END SECTION, 375 mm | | | 0050 715-46040 4.000 EACH| 475.00000 1900.00| 500.00000 2000.00| PIPE END SECTION, 900 mm | | | 0051 718-06529 11.000 EACH| 75.00000 825.00| 80.00000 880.00| OUTLET PROTECTOR, 2 | | | 0052 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,208,024.52 ROUTE : US 150 CALL ORDER : 171 CONTRACT ID : R -25315-A COUNTIES : FLOYD LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 718-52610 406.000 m3 | 33.00000 13398.00| 34.00000 13804.00| AGGREGATE FOR UNDERDRAINS | | | 0054 718-97141 115.000 m | 35.00000 4025.00| 37.00000 4255.00| PIPE, PVC OUTLET, SCHEDULE 40, 150 mm | | | 0055 718-99153 3343.000 m2 | 2.00000 6686.00| 2.00000 6686.00| GEOTEXTILES FOR UNDERDRAIN | | | 0056 720-45260 1.000 EACH| 2100.00000 2100.00| 2200.00000 2200.00| PIPE CATCH BASIN, 300 mm | | | 0057 730-02628 18.000 EACH| 256.00000 4608.00| 275.00000 4950.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0058 730-02629 4.000 EACH| 440.00000 1760.00| 450.00000 1800.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0059 801-04308 1.000 EACH| 300.00000 300.00| 600.00000 600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06203 3602.000 m | 0.26000 936.52| 0.50000 1801.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 372.000 m | 4.00000 1488.00| 3.20000 1190.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06605 9.000 EACH| 75.00000 675.00| 100.00000 900.00| BARRICADE, IIIA | | | 0063 801-06640 24.000 EACH| 65.00000 1560.00| 80.00000 1920.00| CONSTRUCTION SIGN, A | | | 0064 801-06645 12.000 EACH| 30.00000 360.00| 30.00000 360.00| CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 24344.76000 24344.76| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0066 802-02489 11.100 m | 32.60000 361.86| 34.00000 377.40| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0067 802-76035 2.430 m2 | 173.00000 420.39| 180.00000 437.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0068 808-06713 2303.000 m | 0.19000 437.57| 0.45000 1036.35| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06716 315.000 m | 1.82000 573.30| 1.50000 472.50| LINE, REMOVE | | | 0070 808-75245 2300.000 m | 0.98000 2254.00| 1.00000 2300.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0071 808-75297 22.000 m | 9.50000 209.00| 12.00000 264.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,208,024.52 ROUTE : US 150 CALL ORDER : 171 CONTRACT ID : R -25315-A COUNTIES : FLOYD LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75996 80.000 EACH| 5.00000 400.00| 10.00000 800.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 80.000 EACH| 25.50000 2040.00| 35.00000 2800.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,196,000.00| $ 1,208,997.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,196,000.00| $ 1,208,997.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,699.79 ROUTE : CALL ORDER : 181 CONTRACT ID : R -25322-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9939013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0934755 OLENTANGY RESTORATION $ 230,805.00 100.0000% 2 35-1161310 TAYLOR BROTHERS CONSTRUCTION $ 643,754.10 278.9168% ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HISTORICAL SIGHT PRESERVATION- BEN SCHROEDER SADDLETREE FACTORY | | | 0001 105-06790 7.000 MOS | 400.00000 2800.00| 1765.00000 12355.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 49000.00000 49000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 129080.00000 129080.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 11.000 EACH| 1000.00000 11000.00| 650.00000 7150.00| TREE, 460 mm, REMOVE | | | 0005 202-91922 12.000 EACH| 500.00000 6000.00| 350.00000 4200.00| STUMP, REMOVE | | | 0006 210-05788 LUMP| 2000.00000 2000.00| 1225.00000 1225.00| PROJECT PHOTOGRAPHY | | | 0007 210-05790 LUMP| 2500.00000 2500.00| 3750.00000 3750.00| MORTAR ANALYSIS , CONDUCT | | | 0008 210-05795 LUMP| 4500.00000 4500.00| 2750.00000 2750.00| TERMITE TREATMENT | | | 0009 210-05804 LUMP| 6000.00000 6000.00| 38000.00000 38000.00| MISCELLANEOUS CARPENTRY | | | 0010 210-05806 37.000 m2 | 300.00000 11100.00| 355.00000 13135.00| METAL ROOF , NEW | | | 0011 210-05810 7.000 EACH| 300.00000 2100.00| 950.00000 6650.00| REPAIR/REPLACE DOORS AND FRAMES | | | 0012 210-05813 LUMP| 5000.00000 5000.00| 70000.00000 70000.00| PAINT | | | 0013 210-06739 LUMP| 2000.00000 2000.00| 1650.00000 1650.00| WOOD SHELF, PARTITION AND COUNTER | | | REMOVAL | | | 0014 210-06744 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| INTERIOR /REMOVE INTERIOR PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,699.79 ROUTE : CALL ORDER : 181 CONTRACT ID : R -25322-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-06749 20.000 m | 200.00000 4000.00| 380.00000 7600.00| INSTALL FLASHINGS AND COUNTERFLASHINGS | | | 0016 210-06749 54.000 m | 200.00000 10800.00| 384.90000 20784.60| INSTALL GUTTERS, DOWNSPOUTS, AND SPLASH | | | BLOCKS | | | 0017 210-06749 120.000 m | 50.00000 6000.00| 150.00000 18000.00| INSTALL NEW FENCE | | | 0018 210-06749 8.000 m | 300.00000 2400.00| 156.25000 1250.00| INSTALL NEW PARTITION IN ROOM 106 | | | 0019 210-06749 25.000 m | 100.00000 2500.00| 150.00000 3750.00| INSTALL NEW WOOD BEAMS AND SUPPORTS | | | 0020 210-06750 LUMP| 3000.00000 3000.00| 5233.00000 5233.00| INSTALL 12 VDC KNOB AND TUBE WIRING | | | 0021 210-06750 LUMP| 2000.00000 2000.00| 8500.00000 8500.00| INSTALL ACCESSIBLE OPENING INTO ROOM 101| | | 0022 210-06750 LUMP| 3000.00000 3000.00| 5233.00000 5233.00| INSTALL EMERGENCY LIGHTING | | | 0023 210-06750 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| INSTALL HVAC DUCTWORK AND GRILLES | | | 0024 210-06750 LUMP| 4000.00000 4000.00| 5233.00000 5233.00| INSTALL LOW VOLTAGE MUSEUM LIGHTING | | | 0025 210-06750 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| INSTALL NEW ACCESSIBLE RAMP | | | 0026 210-06750 LUMP| 9000.00000 9000.00| 11500.00000 11500.00| INSTALL NEW HVAC SYSTEM | | | 0027 210-06750 LUMP| 1000.00000 1000.00| 5233.00000 5233.00| INSTALL PHONE SERVICE | | | 0028 210-06750 LUMP| 4000.00000 4000.00| 5233.00000 5233.00| INSTALL SITE LIGHTING | | | 0029 210-06752 2.000 EACH| 2000.00000 4000.00| 2616.00000 5232.00| INSTALL ATTIC FAN ASSEMBLY | | | 0030 210-06752 2.000 EACH| 1000.00000 2000.00| 750.00000 1500.00| INSTALL OPENINGS IN BASEMENT WALLS | | | 0031 210-06752 22.000 EACH| 300.00000 6600.00| 200.00000 4400.00| INSTALL STORM WINDOWS | | | 0032 210-06755 48.000 m2 | 20.00000 960.00| 30.00000 1440.00| INSTALL CARPETING IN FIRST FLOOR ROOMS | | | 0033 210-06755 10.000 m2 | 200.00000 2000.00| 100.00000 1000.00| INSTALL FLOOR SYSTEM- ROOM 107 | | | 0034 210-06755 180.000 m2 | 5.00000 900.00| 45.00000 8100.00| INSTALL INSULATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,699.79 ROUTE : CALL ORDER : 181 CONTRACT ID : R -25322-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 210-06755 5.000 m2 | 100.00000 500.00| 45.00000 225.00| INSTALL LINOLEUM- ROOM 104A | | | 0036 210-06755 25.000 m2 | 100.00000 2500.00| 270.00000 6750.00| INSTALL NEW JOISTS AND BRIDGING AT ROOM | | | 001 | | | 0037 210-06755 10.000 m2 | 200.00000 2000.00| 270.00000 2700.00| INSTALL NEW JOISTS AND BRIDGING AT ROOM | | | 004 | | | 0038 210-06774 LUMP| 4000.00000 4000.00| 10420.00000 10420.00| UPGRADE ALARM SYSTEM | | | 0039 210-06979 LUMP| 4000.00000 4000.00| 2750.00000 2750.00| NEW KITCHENETTE | | | 0040 210-06992 110.000 m2 | 20.00000 2200.00| 45.00000 4950.00| REFINISH FLOORS IN FIRST FLOOR ROOMS | | | 0041 210-06993 LUMP| 5000.00000 5000.00| 5700.00000 5700.00| CONSTRUCT COUNTERS AND CABINETS | | | 0042 210-06994 LUMP| 4000.00000 4000.00| 3850.00000 3850.00| CONCRETE /BRICK SLAB, EAST SIDE | | | 0043 210-06995 LUMP| 500.00000 500.00| 500.00000 500.00| CISTERN COVER | | | 0044 303-52308 36.000 Mg | 400.00000 14400.00| 250.00000 9000.00| COMPACTED AGGREGATE, O, 53 | | | 0045 402-05498 80.000 Mg | 30.00000 2400.00| 100.00000 8000.00| HMA FOR PARKING AREA | | | 0046 604-06844 30.000 m2 | 90.00000 2700.00| 100.00000 3000.00| BRICK REPOINTING | | | 0047 608-06387 LUMP| 1500.00000 1500.00| 8500.00000 8500.00| DRAIN /REPAIR HISTORIC RADIATORS AND | | | PIPING | | | 0048 615-06496 2.000 EACH| 300.00000 600.00| 150.00000 300.00| PARKING BARRIER , CONCRETE | | | 0049 621-06748 50.000 m2 | 50.00000 2500.00| 50.00000 2500.00| SEEDING AND FERTILIZING | | | 0050 708-05394 LUMP| 2000.00000 2000.00| 1450.00000 1450.00| REPAIR BASEMENT BULKHEAD | | | 0051 708-05394 LUMP| 3000.00000 3000.00| 2400.00000 2400.00| REPAIR PARTITIONS IN ROOMS 104A AND 104 | | | 0052 708-05394 LUMP| 2000.00000 2000.00| 2250.00000 2250.00| REPAIR STAIRS IN CRAWLSPACE | | | 0053 708-05394 LUMP| 3000.00000 3000.00| 1600.00000 1600.00| REPAIR TO DECORATIVE FRETWORK, MINOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,699.79 ROUTE : CALL ORDER : 181 CONTRACT ID : R -25322-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 711-05395 15.000 EACH| 60.00000 900.00| 100.00000 1500.00| REPLACE WOOD SHEATHING | | | 0055 711-05728 16.000 EACH| 300.00000 4800.00| 150.00000 2400.00| REPAIR WINDOW FRAMES | | | 0056 719-03975 LUMP| 2500.00000 2500.00| 650.00000 650.00| BUILDING PLUMBING ACCESSORIES | | | 0057 719-03975 LUMP| 3500.00000 3500.00| 17500.00000 17500.00| BUILDING PLUMBING FIXTURES AND PIPING | | | 0058 719-04991 6.000 m | 100.00000 600.00| 1500.00000 9000.00| DRAIN SYSTEM, SUBSURFACE, REPAIRS | | | 0059 732-06673 60.000 m2 | 80.00000 4800.00| 195.00000 11700.00| REPAIR PLASTER | | | 0060 802-06830 0.225 m2 | 800.00000 180.00| 1100.00000 247.50| SIGN , SHEET | | | 0061 807-03694 LUMP| 15000.00000 15000.00| 31400.00000 31400.00| BUILDING ELECTRICAL WIRING UPGRADE | | | 0062 807-03974 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING SYSTEM DESIGN | | | 0063 808-04767 46.500 m | 10.00000 465.00| 30.00000 1395.00| LINE , PAINT, SOLID, BLUE, 100 mm | | | 0064 808-97222 1.000 EACH| 300.00000 300.00| 500.00000 500.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0065 210-06544 14.000 EACH| 200.00000 2800.00| 175.00000 2450.00| WINDOWS , SHUTTERS | | | SECTION TOTALS | $ 230,805.00| $ 643,754.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 230,805.00| $ 643,754.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,271,081.78 ROUTE : 59 CALL ORDER : 191 CONTRACT ID : R -25354-A COUNTIES : CLAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0571021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 4,247,594.73 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RUBBLIZE PAVEMENT AND ASPHALT RESURFACE | | | 0001 105-01925 14.000 MOS | 1260.00000 17640.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19005.76000 19005.76| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 190810.00000 190810.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 6432.000 m2 | 6.57000 42258.24| | PAVEMENT, REMOVE | | | 0005 202-02241 67.000 m | 12.60000 844.20| | GUARDRAIL, REMOVE | | | 0006 202-02271 111.000 EACH| 309.47000 34351.17| | HEADWALL, REMOVE | | | 0007 202-93741 20.000 EACH| 231.00000 4620.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 390.000 m3 | 58.38000 22768.20| | EXCAVATION, COMMON | | | 0009 203-02080 10.640 km | 3540.56000 37671.56| | LINEAR GRADING | | | 0010 211-02060 20.000 m3 | 133.04000 2660.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 500.000 Mg | 21.30000 10650.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 900.000 Mg | 66.13000 59517.00| | HMA FOR PATCHING | | | 0013 305-05206 8131.000 Mg | 37.13000 301904.03| | WIDENING WITH HMA | | | 0014 305-97019 63124.000 m2 | 2.53000 159703.72| | RUBBLIZED PCCP | | | 0015 401-05437 28650.000 Mg | 34.00000 974100.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,271,081.78 ROUTE : 59 CALL ORDER : 191 CONTRACT ID : R -25354-A COUNTIES : CLAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05455 14278.000 Mg | 34.00000 485452.00| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0017 401-05456 8786.000 Mg | 42.74000 375513.64| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0018 401-06264 LUMP| 4179.67000 4179.67| | PROFILOGRAPH, HMA | | | 0019 405-05517 100.000 Mg | 443.48000 44348.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 89.000 Mg | 203.70000 18129.30| | ASPHALT FOR TACK COAT | | | 0021 601-01625 2.000 EACH| 1470.00000 2940.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01701 9.000 EACH| 1680.00000 15120.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-92948 2815.000 m | 7.35000 20690.25| | GUARDRAIL, ADJUST HEIGHT | | | 0025 601-99105 2400.000 m | 32.55000 78120.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-05527 2300.000 Mg | 109.79000 252517.00| | HMA FOR APPROACHES | | | 0027 611-95023 43.000 EACH| 183.75000 7901.25| | MAILBOX ASSEMBLY, RESET | | | 0029 616-02320 524.000 m2 | 4.26000 2232.24| | GEOTEXTILES | | | 0030 616-06406 524.000 m2 | 24.63000 12906.12| | RIPRAP, REVETMENT | | | 0031 616-95754 40.000 m | 12.87000 514.80| | PAVED SIDE DITCH, BREAK | | | 0032 715-02840 18.500 m | 451.27000 8348.50| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0033 715-03404 68.000 m | 245.84000 16717.12| | PIPE, POLYETHYLENE LINER, 450 mm | | | 0034 715-05022 7.500 m | 289.14000 2168.55| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0035 715-05053 1278.000 m | 29.93000 38250.54| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0036 715-05118 2.000 m | 395.65000 791.30| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,271,081.78 ROUTE : 59 CALL ORDER : 191 CONTRACT ID : R -25354-A COUNTIES : CLAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-05119 13.000 m | 430.73000 5599.49| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0038 715-05121 5.000 m | 507.98000 2539.90| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0039 715-05123 16.000 m | 320.52000 5128.32| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0040 715-05168 100.000 m | 268.60000 26860.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0041 715-05169 28.500 m | 346.98000 9888.93| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05173 25.000 m | 114.00000 2850.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0043 715-05203 21600.000 m | 3.89000 84024.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0044 715-26730 7.000 EACH| 4485.92000 31401.44| | GRATED BOX END SECTION, II, 4:1, 600 mm | | | 0045 715-46000 62.000 EACH| 301.63000 18701.06| | PIPE END SECTION, 300 mm | | | 0046 715-46005 41.000 EACH| 426.63000 17491.83| | PIPE END SECTION, 375 mm | | | 0047 715-46010 8.000 EACH| 486.51000 3892.08| | PIPE END SECTION, 450 mm | | | 0048 715-46020 5.000 EACH| 684.38000 3421.90| | PIPE END SECTION, 600 mm | | | 0049 718-06529 213.000 EACH| 512.84000 109234.92| | OUTLET PROTECTOR, 2 | | | 0050 718-06532 2000.000 m | 2.89000 5780.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0051 718-52610 1750.000 m3 | 47.25000 82687.50| | AGGREGATE FOR UNDERDRAINS | | | 0052 724-04163 20.000 m | 509.41000 10188.20| | STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0053 801-06203 3300.000 m | 0.98000 3234.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 1100.000 m | 7.14000 7854.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 96.000 EACH| 131.25000 12600.00| | CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 140825.96000 140825.96| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,271,081.78 ROUTE : 59 CALL ORDER : 191 CONTRACT ID : R -25354-A COUNTIES : CLAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 802-04893 7.000 EACH| 157.50000 1102.50| | REFERENCE POST | | | 0058 802-76055 171.600 m | 68.25000 11711.70| | SIGN POST, A | | | 0059 804-04435 32.000 EACH| 13.65000 436.80| | DELINEATOR POST, REMOVE | | | 0060 804-76350 32.000 EACH| 23.10000 739.20| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0061 806-06539 LUMP| 88168.50000 88168.50| | TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0062 808-06712 2748.000 m | 0.16000 439.68| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 22310.000 m | 0.16000 3569.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 3695.000 m | 0.16000 591.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 1836.000 m | 2.63000 4828.68| | LINE, REMOVE | | | 0066 808-06726 21.600 m | 3.68000 79.49| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0067 808-75297 123.000 m | 10.76000 1323.48| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75996 505.000 EACH| 5.28000 2666.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-97323 129.600 m | 9.45000 1224.72| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | 0070 601-94689 30.000 EACH| 2310.00000 69300.00| | GUARDRAIL END TREATMENT, OS | | | 0071 202-60820 2104.000 m2 | 2.65000 5575.60| | SURFACE MILLING, ASPHALT | | | 0072 203-02070 30.000 m3 | 70.32000 2109.60| | BORROW | | | 0073 215-06458 2575.000 m3 | 35.50000 91412.50| | SUBGRADE, MODIFIED | | | 0074 402-05470 1080.000 Mg | 44.18000 47714.40| | HMA BASE C25.0 mm, MAINLINE | | | 0075 506-06333 425.000 m2 | 120.46000 51195.50| | PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,271,081.78 ROUTE : 59 CALL ORDER : 191 CONTRACT ID : R -25354-A COUNTIES : CLAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 615-06505 7.000 EACH| 750.03000 5250.21| | MONUMENT, B | | | 0078 615-06527 13.000 EACH| 378.00000 4914.00| | MONUMENT, SECTION CORNER | | | 0079 621-06574 50.000 m2 | 40.43000 2021.50| | SODDING | | | 0080 702-90915 2.000 m3 | 835.49000 1670.98| | CONCRETE, A | | | SECTION TOTALS | $ 4,247,594.73| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,247,594.73| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,728,887.76 ROUTE : 70 CALL ORDER : 201 CONTRACT ID : R -25362-A COUNTIES : VIGO LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0701096 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,094,828.65 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, ASPHALT | | | 0001 105-06790 5.000 MOS | 2400.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 53770.00000 53770.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1530.000 m2 | 10.41000 15927.30| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 2130.000 Mg | 27.85000 59320.50| | COMPACTED AGGREGATE, O, 53 | | | 0005 401-05437 4435.000 Mg | 72.42000 321182.70| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0006 401-05455 1185.000 Mg | 72.42000 85817.70| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 730.000 Mg | 105.41000 76949.30| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05475 2130.000 Mg | 67.30000 143349.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0009 405-05517 10.000 Mg | 643.06000 6430.60| | ASPHALT FOR PRIME COAT | | | 0010 406-05520 14.000 Mg | 366.33000 5128.62| | ASPHALT FOR TACK COAT | | | 0011 715-05053 505.000 m | 36.30000 18331.50| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0012 715-05203 3240.000 m | 9.90000 32076.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0013 718-06526 490.000 Mg | 83.06000 40699.40| | HMA FOR UNDERDRAINS | | | 0014 718-52610 245.000 m3 | 49.50000 12127.50| | AGGREGATE FOR UNDERDRAINS | | | 0015 718-97136 65.000 EACH| 408.77000 26570.05| | OUTLET PROTECTOR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,728,887.76 ROUTE : 70 CALL ORDER : 201 CONTRACT ID : R -25362-A COUNTIES : VIGO LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-01093 12.000 EACH| 632.50000 7590.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0017 801-06640 22.000 EACH| 55.00000 1210.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 400.000 DAY | 15.60000 6240.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 165532.48000 165532.48| | MAINTAINING TRAFFIC | | | 0020 808-06713 2750.000 m | 1.43000 3932.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0021 808-06714 450.000 m | 1.43000 643.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,094,828.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,094,828.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B336006 B336006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,511,772.52 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 3,781,476.08 107.6799% 3 35-1139301 E & B PAVING, INC. $ 3,941,239.28 112.2293% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. IRREGULAR BID $ 3,944,946.31 112.3349% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 4,158,537.82 118.4170% 6 35-1609544 SCHUTT-LOOKABILL CO $ 4,258,298.64 121.2578% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 18.000 MOS | 2500.00000 45000.00| 1492.52000 26865.36| 2100.00000 37800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 73500.00000 73500.00| 75638.66000 75638.66| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 170000.00000 170000.00| 185041.62000 185041.62| 195000.00000 195000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 70000.00000 70000.00| 75466.01000 75466.01| 185000.00000 185000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 m | 13.06000 2612.00| 9.60000 1920.00| 9.00000 1800.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 25000.00000 25000.00| 6609.72000 6609.72| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE | | | 0007 202-03135 100.000 m2 | 15.31000 1531.00| 26.65000 2665.00| 25.00000 2500.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-60820 1565.200 m2 | 2.99000 4679.95| 2.08000 3255.62| 3.69000 5775.59 SURFACE MILLING, ASPHALT | | | 0009 202-96151 LUMP| 102.04000 102.04| 1.00000 1.00| 104.00000 104.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 203-02000 5427.000 m3 | 38.00000 206226.00| 39.65000 215180.55| 29.00000 157383.00 EXCAVATION, COMMON | | | 0011 203-02070 3592.000 m3 | 0.25000 898.00| 5.20000 18678.40| 4.60000 16523.20 BORROW | | | 0012 205-02224 2100.000 m | 4.88000 10248.00| 5.09000 10689.00| 4.78000 10038.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 33.000 m | 51.29000 1692.57| 51.88000 1712.04| 51.00000 1683.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 4.000 EACH| 61.23000 244.92| 63.96000 255.84| 60.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 1.000 EACH| 61.22000 61.22| 63.96000 63.96| 60.00000 60.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 57.000 EACH| 30.61000 1744.77| 31.98000 1822.86| 30.00000 1710.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-04931 2.000 EACH| 504.47000 1008.94| 789.27000 1578.54| 700.00000 1400.00 SEDIMENT TRAP | | | 0018 211-02060 9762.000 m3 | 6.09000 59450.58| 14.61000 142622.82| 16.00000 156192.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 337.000 m3 | 47.19000 15903.03| 56.47000 19030.39| 86.00000 28982.00 FLOWABLE MORTAR | | | 0020 215-06458 3200.000 m3 | 3.28000 10496.00| 10.66000 34112.00| 13.75000 44000.00 SUBGRADE, MODIFIED | | | 0021 303-52308 9023.000 Mg | 8.89000 80214.47| 12.32000 111163.36| 11.42000 103042.66 COMPACTED AGGREGATE, O, 53 | | | 0022 311-06465 7402.000 m2 | 1.93000 14285.86| 0.74000 5477.48| 2.29000 16950.58 PCCP CRACKING AND SEATING | | | 0023 401-05437 11722.000 Mg | 29.00000 339938.00| 32.20000 377448.40| 30.20000 354004.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 5520.000 Mg | 30.00000 165600.00| 32.20000 177744.00| 30.20000 166704.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05457 4332.000 Mg | 47.00000 203604.00| 45.84000 198578.88| 43.00000 186276.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0026 401-06264 LUMP| 1400.00000 1400.00| 2132.17000 2132.17| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0027 402-05471 7144.000 Mg | 24.00000 171456.00| 27.72000 198031.68| 26.00000 185744.00 HMA BASE C50.0 mm, MAINLINE | | | 0028 404-05511 307.000 m2 | 5.00000 1535.00| 3.20000 982.40| 3.00000 921.00 SEAL COAT, 2 | | | 0029 406-05520 37.000 Mg | 200.00000 7400.00| 213.22000 7889.14| 200.00000 7400.00 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1147.95000 4591.80| 1220.66000 4882.64| 1145.00000 4580.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-05071 1.000 EACH| 1612.23000 1612.23| 1652.43000 1652.43| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-06854 2.000 EACH| 2066.31000 4132.62| 1593.79000 3187.58| 1495.00000 2990.00 GUARDRAIL, W-BEAM, NESTED | | | 0033 601-94689 9.000 EACH| 2158.15000 19423.35| 2180.14000 19621.26| 2045.00000 18405.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 575.310 m | 29.59000 17023.42| 34.12000 19629.58| 32.00000 18409.92 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06090 132.000 m | 52.04000 6869.28| 48.06000 6343.92| 45.00000 5940.00 CURB, INTEGRAL, CONCRETE | | | 0037 605-06105 26.800 m | 55.10000 1476.68| 47.69000 1278.09| 45.00000 1206.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0038 605-06155 667.300 m | 45.76000 30535.65| 37.94000 25317.36| 40.00000 26692.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0039 605-06205 320.000 m | 91.21000 29187.20| 59.64000 19084.80| 60.00000 19200.00 CENTER CURB, B, CONCRETE | | | 0040 605-06250 695.250 m2 | 62.29000 43307.12| 50.70000 35249.18| 51.00000 35457.75 CENTER CURB, C, CONCRETE | | | 0041 605-52807 3698.000 m | 41.09000 151950.82| 30.71000 113565.58| 33.00000 122034.00 CURB AND GUTTER, COMBINED | | | 0042 605-94811 18.000 EACH| 276.83000 4982.94| 646.22000 11631.96| 725.00000 13050.00 CURB TURNOUT | | | 0043 610-05527 87.000 Mg | 95.00000 8265.00| 79.96000 6956.52| 75.00000 6525.00 HMA FOR APPROACHES | | | 0044 611-05330 1891.000 m2 | 45.68000 86380.88| 38.87000 73503.17| 42.40000 80178.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0045 611-95728 1309.700 m2 | 49.12000 64332.46| 44.62000 58438.81| 47.50000 62210.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0046 614-06480 1.500 m | 257.41000 386.12| 409.06000 613.59| 330.00000 495.00 HEADER, CEMENT CONCRETE, C | | | 0047 614-06482 74.000 m2 | 166.83000 12345.42| 258.60000 19136.40| 335.00000 24790.00 HEADER, CEMENT CONCRETE, D | | | 0048 615-06505 16.000 EACH| 418.36000 6693.76| 479.73000 7675.68| 450.00000 7200.00 MONUMENT, B | | | 0049 615-06527 2.000 EACH| 321.43000 642.86| 533.04000 1066.08| 500.00000 1000.00 MONUMENT, SECTION CORNER | | | 0050 616-02320 696.000 m2 | 2.11000 1468.56| 1.80000 1252.80| 2.00000 1392.00 GEOTEXTILES | | | 0051 616-06405 485.000 Mg | 30.93000 15001.05| 25.92000 12571.20| 20.65000 10015.25 RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH| 586.73000 586.73| 613.00000 613.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06554 550.000 kg | 9.55000 5252.50| 9.98000 5489.00| 9.36000 5148.00 SEED MIXTURE, U | | | 0054 621-06557 270.000 kg | 2.56000 691.20| 2.67000 720.90| 2.51000 677.70 SEED MIXTURE, T | | | 0055 621-06574 1500.000 m2 | 3.65000 5475.00| 3.82000 5730.00| 3.58000 5370.00 SODDING | | | 0056 622-04992 1.000 EACH| 28436.53000 28436.53| 42643.36000 42643.36| 41000.00000 41000.00 DRAIN STRUCTURE | | | 0057 712-04784 1.000 EACH| 20110.68000 20110.68| 11750.38000 11750.38| 25000.00000 25000.00 STRUCTURE NO. 74, TRAPEDZODIAL | | | 0058 712-04784 1.000 EACH| 13764.16000 13764.16| 11468.93000 11468.93| 17000.00000 17000.00 STRUCTURE NO. 75, TRAPEDZODIAL | | | 0059 714-04802 52.000 m2 | 286.90000 14918.80| 117.27000 6098.04| 365.50000 19006.00 CONCRETE MODULAR BLOCK WALL | | | 0060 714-06617 11.000 m | 8453.08000 92983.88| 4903.99000 53943.89| 5588.00000 61468.00 BOX CULVERT EXTENSION , ALUMINUM, 6579 | | | mm X 1499 mm | | | 0061 715-01354 14.000 m | 27.81000 389.34| 31.98000 447.72| 27.25000 381.50 CLEAN EXISTING PIPE | | | 0062 715-01662 3000.000 m | 12.50000 37500.00| 13.06000 39180.00| 15.37000 46110.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0063 715-03033 1.000 EACH| 16350.26000 16350.26| 26652.10000 26652.10| 35000.00000 35000.00 BLOW OFF ASSEMBLY | | | 0064 715-04612 3005.000 m | 90.78000 272793.90| 116.20000 349181.00| 135.00000 405675.00 PIPE , DUCTILE IRON, 350 mm | | | 0065 715-04612 99.000 m | 934.70000 92535.30| 1140.71000 112930.29| 808.40000 80031.60 PIPE CASING | | | 0066 715-05024 4.000 m | 124.29000 497.16| 327.08000 1308.32| 190.00000 760.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0067 715-05048 4144.000 m | 7.53000 31204.32| 7.67000 31784.48| 9.00000 37296.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05148 7.000 m | 219.74000 1538.18| 131.75000 922.25| 60.00000 420.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0069 715-05149 1518.000 m | 41.95000 63680.10| 67.87000 103026.66| 75.00000 113850.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 348.000 m | 49.83000 17340.84| 66.64000 23190.72| 85.00000 29580.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 468.000 m | 53.17000 24883.56| 74.36000 34800.48| 95.00000 44460.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05153 83.000 m | 61.39000 5095.37| 92.92000 7712.36| 115.00000 9545.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05154 226.000 m | 73.82000 16683.32| 91.26000 20624.76| 125.00000 28250.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05159 55.000 m | 145.64000 8010.20| 250.52000 13778.60| 215.00000 11825.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0075 715-05350 20.000 m | 166.74000 3334.80| 451.11000 9022.20| 475.00000 9500.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0077 715-46000 6.000 EACH| 356.38000 2138.28| 159.91000 959.46| 280.00000 1680.00 PIPE END SECTION, 300 mm | | | 0078 715-46010 1.000 EACH| 284.75000 284.75| 197.22000 197.22| 390.00000 390.00 PIPE END SECTION, 450 mm | | | 0079 715-46020 1.000 EACH| 374.62000 374.62| 346.48000 346.48| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0080 715-46040 1.000 EACH| 469.82000 469.82| 527.71000 527.71| 900.00000 900.00 PIPE END SECTION, 900 mm | | | 0081 718-06532 1000.000 m | 3.06000 3060.00| 7.41000 7410.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 794.000 m3 | 36.63000 29084.22| 23.86000 18944.84| 27.00000 21438.00 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 10290.000 m2 | 1.63000 16772.70| 0.47000 4836.30| 1.00000 10290.00 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 11.000 EACH| 288.12000 3169.32| 344.96000 3794.56| 625.00000 6875.00 CASTING, ADJUST TO GRADE | | | 0085 720-44296 12.000 EACH| 304.58000 3654.96| 491.64000 5899.68| 400.00000 4800.00 CAP INLET | | | 0086 720-45030 7.000 EACH| 664.71000 4652.97| 790.15000 5531.05| 1100.00000 7700.00 INLET, E7 | | | 0087 720-45035 8.000 EACH| 758.05000 6064.40| 790.15000 6321.20| 1155.00000 9240.00 INLET, F7 | | | 0088 720-45410 53.000 EACH| 967.40000 51272.20| 1080.12000 57246.36| 1465.00000 77645.00 MANHOLE, C4 | | | 0089 720-90984 1.000 EACH| 1047.72000 1047.72| 1253.89000 1253.89| 2195.00000 2195.00 MANHOLE, C2 | | | 0090 720-98174 1.000 EACH| 1171.14000 1171.14| 1381.82000 1381.82| 2185.00000 2185.00 INLET, B15 | | | 0091 720-99416 52.000 EACH| 1307.83000 68007.16| 1616.36000 84050.72| 915.00000 47580.00 CATCH BASIN, B15 | | | 0092 720-99417 2.000 EACH| 1341.82000 2683.64| 1648.34000 3296.68| 1050.00000 2100.00 CATCH BASIN, C15 | | | 0093 801-06203 2000.000 m | 0.51000 1020.00| 0.53000 1060.00| 0.50000 1000.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 801-06207 2000.000 m | 3.06000 6120.00| 3.20000 6400.00| 3.00000 6000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06606 30.000 EACH| 102.04000 3061.20| 106.60000 3198.00| 100.00000 3000.00 BARRICADE, IIIB | | | 0096 801-06640 20.000 EACH| 153.06000 3061.20| 159.91000 3198.20| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 10.000 EACH| 30.61000 306.10| 31.98000 319.80| 30.00000 300.00 CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP| 131757.21000 131757.21| 96451.73000 96451.73| 66750.00000 66750.00 MAINTAINING TRAFFIC | | | 0099 805-01815 8.000 EACH| 1584.51000 12676.08| 1655.45000 13243.60| 1552.83000 12422.64 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0101 805-01842 25.000 EACH| 781.04000 19526.00| 816.01000 20400.25| 765.43000 19135.75 HANDHOLE, SIGNAL | | | 0102 805-04952 2.000 EACH| 10928.95000 21857.90| 11418.24000 22836.48| 10710.45000 21420.90 CONTROLLER AND CABINET , FULLY ACTUATED,| | | 8 PHASE | | | 0103 805-06592 1580.000 m | 29.96000 47336.80| 31.30000 49454.00| 29.36000 46388.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0104 805-78205 6.000 EACH| 366.32000 2197.92| 382.73000 2296.38| 359.00000 2154.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0105 805-78215 2.000 EACH| 366.34000 732.68| 382.74000 765.48| 359.01000 718.02 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0106 805-78230 6.000 EACH| 582.53000 3495.18| 608.60000 3651.60| 570.88000 3425.28 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0107 805-78420 7.000 EACH| 217.22000 1520.54| 226.95000 1588.65| 212.88000 1490.16 DISCONNECT HANGER | | | 0108 805-78445 2.000 EACH| 387.27000 774.54| 404.61000 809.22| 379.53000 759.06 SIGNAL SERVICE | | | 0109 805-78465 150.000 m | 3.14000 471.00| 3.28000 492.00| 3.08000 462.00 SIGNAL CABLE, 2C 8GA. | | | 0110 805-78470 400.000 m | 0.34000 136.00| 0.35000 140.00| 0.33000 132.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0111 805-78485 200.000 m | 7.73000 1546.00| 8.08000 1616.00| 7.58000 1516.00 SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 150.000 m | 7.53000 1129.50| 7.87000 1180.50| 7.38000 1107.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 805-78500 400.000 m | 8.70000 3480.00| 9.09000 3636.00| 8.53000 3412.00 SIGNAL CABLE, 11C 14GA. | | | 0114 805-78510 900.000 m | 3.32000 2988.00| 3.47000 3123.00| 3.25000 2925.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 12.000 EACH| 611.80000 7341.60| 639.19000 7670.28| 599.57000 7194.84 SIGNAL DETECTOR HOUSING | | | 0116 805-78925 2.000 EACH| 1058.84000 2117.68| 1106.24000 2212.48| 1037.67000 2075.34 CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-81032 8.000 EACH| 2113.62000 16908.96| 2208.24000 17665.92| 2071.36000 16570.88 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0118 805-96014 900.000 m | 5.86000 5274.00| 5.42000 4878.00| 10.40000 9360.00 SAW CUT, FULL DEPTH | | | 0119 808-04298 4.000 EACH| 204.08000 816.32| 213.22000 852.88| 200.00000 800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0120 808-06701 1138.000 m | 0.99000 1126.62| 1.04000 1183.52| 0.97000 1103.86 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 834.000 m | 0.99000 825.66| 1.04000 867.36| 0.97000 808.98 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75054 483.000 m | 3.32000 1603.56| 3.47000 1676.01| 3.25000 1569.75 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0123 808-75059 121.000 m | 3.32000 401.72| 3.47000 419.87| 3.25000 393.25 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0124 808-75245 7562.000 m | 0.99000 7486.38| 1.04000 7864.48| 0.97000 7335.14 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0125 808-75260 36.000 m | 6.12000 220.32| 6.40000 230.40| 6.00000 216.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0126 808-75278 135.000 m | 6.12000 826.20| 6.40000 864.00| 6.00000 810.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0127 808-75297 126.000 m | 12.24000 1542.24| 12.79000 1611.54| 12.00000 1512.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0128 808-75320 9.000 EACH| 56.12000 505.08| 58.64000 527.76| 55.00000 495.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-75325 9.000 EACH| 71.43000 642.87| 74.62000 671.58| 70.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0130 808-95638 1143.250 m2 | 0.10000 114.33| 0.11000 125.76| 0.10000 114.33 CENTER CURB PAINTING | | | 0131 805-78795 390.000 m | 18.32000 7144.80| 19.14000 7464.60| 17.95000 7000.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0132 801-94295 8.000 EACH| 272.40000 2179.20| 284.59000 2276.72| 266.95000 2135.60 SIGNAL HEAD, RELOCATE | | | 0133 805-02595 2.000 EACH| 302.14000 604.28| 315.67000 631.34| 296.10000 592.20 CONTROLLER, RESET TIMING | | | 0134 805-78415 8.000 EACH| 932.70000 7461.60| 974.45000 7795.60| 914.05000 7312.40 SPAN, CATENARY, AND TETHER | | | 0135 621-06545 3.600 Mg | 661.22000 2380.39| 690.83000 2486.99| 648.00000 2332.80 FERTILIZER | | | 0136 621-06565 28.150 Mg | 520.40000 14649.26| 543.70000 15305.16| 510.00000 14356.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 3,511,772.52| $ 3,781,476.08| $ 3,941,239.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,511,772.52| $ 3,781,476.08| $ 3,941,239.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 18.000 MOS | 1717.46000 30914.28| 1800.00000 32400.00| 1313.22000 23637.96 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 49879.43000 49879.43| 78000.00000 78000.00| 77868.00000 77868.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 198000.00000 198000.00| 210000.00000 210000.00| 211517.02000 211517.02 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.04000 40000.04| 83000.00000 83000.00| 65103.82000 65103.82 CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 m | 13.94000 2788.00| 14.00000 2800.00| 13.82000 2764.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 6970.05000 6970.05| 8700.00000 8700.00| 19218.00000 19218.00 HOUSES AND BUILDINGS, REMOVE | | | 0007 202-03135 100.000 m2 | 108.91000 10891.00| 33.00000 3300.00| 18.90000 1890.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-60820 1565.200 m2 | 4.34000 6792.97| 3.50000 5478.20| 4.88000 7638.18 SURFACE MILLING, ASPHALT | | | 0009 202-96151 LUMP| 1883.96000 1883.96| 1500.00000 1500.00| 1868.27000 1868.27 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 203-02000 5427.000 m3 | 8.41000 45641.07| 34.00000 184518.00| 27.76000 150653.52 EXCAVATION, COMMON | | | 0011 203-02070 3592.000 m3 | 26.37000 94721.04| 7.00000 25144.00| 0.02000 71.84 BORROW | | | 0012 205-02224 2100.000 m | 5.21000 10941.00| 5.20000 10920.00| 5.16000 10836.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 33.000 m | 25.05000 826.65| 33.00000 1089.00| 51.17000 1688.61 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 4.000 EACH| 65.34000 261.36| 65.00000 260.00| 64.80000 259.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 1.000 EACH| 65.34000 65.34| 65.00000 65.00| 64.80000 64.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 57.000 EACH| 32.67000 1862.19| 33.00000 1881.00| 32.40000 1846.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-04931 2.000 EACH| 3158.30000 6316.60| 2000.00000 4000.00| 187.19000 374.38 SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02060 9762.000 m3 | 18.35000 179132.70| 17.00000 165954.00| 24.63000 240438.06 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 337.000 m3 | 76.89000 25911.93| 89.00000 29993.00| 72.67000 24489.79 FLOWABLE MORTAR | | | 0020 215-06458 3200.000 m3 | 13.20000 42240.00| 11.00000 35200.00| 14.13000 45216.00 SUBGRADE, MODIFIED | | | 0021 303-52308 9023.000 Mg | 13.72000 123795.56| 13.00000 117299.00| 21.37000 192821.51 COMPACTED AGGREGATE, O, 53 | | | 0022 311-06465 7402.000 m2 | 0.54000 3997.08| 2.40000 17764.80| 1.62000 11991.24 PCCP CRACKING AND SEATING | | | 0023 401-05437 11722.000 Mg | 32.89000 385536.58| 32.00000 375104.00| 31.32000 367133.04 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 5520.000 Mg | 32.89000 181552.80| 32.00000 176640.00| 32.40000 178848.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05457 4332.000 Mg | 46.83000 202867.56| 40.00000 173280.00| 50.76000 219892.32 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0026 401-06264 LUMP| 2178.14000 2178.14| 2200.00000 2200.00| 1512.00000 1512.00 PROFILOGRAPH, HMA | | | 0027 402-05471 7144.000 Mg | 28.32000 202318.08| 24.00000 171456.00| 25.92000 185172.48 HMA BASE C50.0 mm, MAINLINE | | | 0028 404-05511 307.000 m2 | 3.27000 1003.89| 7.30000 2241.10| 5.40000 1657.80 SEAL COAT, 2 | | | 0029 406-05520 37.000 Mg | 217.81000 8058.97| 200.00000 7400.00| 216.00000 7992.00 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1225.20000 4900.80| 1200.00000 4800.00| 1215.00000 4860.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-05071 1.000 EACH| 1720.73000 1720.73| 1700.00000 1700.00| 1706.40000 1706.40 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0032 601-06854 2.000 EACH| 2205.37000 4410.74| 2200.00000 4400.00| 2187.00000 4374.00 GUARDRAIL, W-BEAM, NESTED | | | 0033 601-94689 9.000 EACH| 2303.38000 20730.42| 2300.00000 20700.00| 2284.20000 20557.80 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 575.310 m | 31.58000 18168.29| 31.00000 17834.61| 31.32000 18018.71 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06090 132.000 m | 64.28000 8484.96| 65.00000 8580.00| 36.72000 4847.04 CURB, INTEGRAL, CONCRETE | | | 0037 605-06105 26.800 m | 70.64000 1893.15| 79.00000 2117.20| 45.36000 1215.65 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0038 605-06155 667.300 m | 42.04000 28053.29| 58.00000 38703.40| 44.82000 29908.39 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 605-06205 320.000 m | 21.78000 6969.60| 62.00000 19840.00| 54.00000 17280.00 CENTER CURB, B, CONCRETE | | | 0040 605-06250 695.250 m2 | 41.39000 28776.40| 73.00000 50753.25| 48.60000 33789.15 CENTER CURB, C, CONCRETE | | | 0041 605-52807 3698.000 m | 30.03000 111050.94| 36.00000 133128.00| 42.12000 155759.76 CURB AND GUTTER, COMBINED | | | 0042 605-94811 18.000 EACH| 1122.95000 20213.10| 650.00000 11700.00| 453.60000 8164.80 CURB TURNOUT | | | 0043 610-05527 87.000 Mg | 81.68000 7106.16| 120.00000 10440.00| 102.60000 8926.20 HMA FOR APPROACHES | | | 0044 611-05330 1891.000 m2 | 34.82000 65844.62| 40.00000 75640.00| 40.50000 76585.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0045 611-95728 1309.700 m2 | 44.04000 57679.19| 43.00000 56317.10| 39.42000 51628.37 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0046 614-06480 1.500 m | 272.27000 408.40| 360.00000 540.00| 272.81000 409.22 HEADER, CEMENT CONCRETE, C | | | 0047 614-06482 74.000 m2 | 51.51000 3811.74| 220.00000 16280.00| 100.02000 7401.48 HEADER, CEMENT CONCRETE, D | | | 0048 615-06505 16.000 EACH| 446.52000 7144.32| 440.00000 7040.00| 442.80000 7084.80 MONUMENT, B | | | 0049 615-06527 2.000 EACH| 343.06000 686.12| 340.00000 680.00| 340.20000 680.40 MONUMENT, SECTION CORNER | | | 0050 616-02320 696.000 m2 | 2.00000 1392.00| 2.70000 1879.20| 3.21000 2234.16 GEOTEXTILES | | | 0051 616-06405 485.000 Mg | 25.12000 12183.20| 38.00000 18430.00| 22.37000 10849.45 RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH| 626.22000 626.22| 620.00000 620.00| 621.00000 621.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06554 550.000 kg | 10.19000 5604.50| 10.00000 5500.00| 10.11000 5560.50 SEED MIXTURE, U | | | 0054 621-06557 270.000 kg | 2.73000 737.10| 2.70000 729.00| 2.71000 731.70 SEED MIXTURE, T | | | 0055 621-06574 1500.000 m2 | 3.90000 5850.00| 3.90000 5850.00| 3.87000 5805.00 SODDING | | | 0056 622-04992 1.000 EACH| 27025.42000 27025.42| 40000.00000 40000.00| 60022.12000 60022.12 DRAIN STRUCTURE | | | 0057 712-04784 1.000 EACH| 8472.12000 8472.12| 38000.00000 38000.00| 21225.86000 21225.86 STRUCTURE NO. 74, TRAPEDZODIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 712-04784 1.000 EACH| 5981.79000 5981.79| 36000.00000 36000.00| 15078.27000 15078.27 STRUCTURE NO. 75, TRAPEDZODIAL | | | 0059 714-04802 52.000 m2 | 259.70000 13504.40| 240.00000 12480.00| 336.51000 17498.52 CONCRETE MODULAR BLOCK WALL | | | 0060 714-06617 11.000 m | 12248.24000 134730.64| 6000.00000 66000.00| 5838.05000 64218.55 BOX CULVERT EXTENSION , ALUMINUM, 6579 | | | mm X 1499 mm | | | 0061 715-01354 14.000 m | 11.76000 164.64| 30.00000 420.00| 29.43000 412.02 CLEAN EXISTING PIPE | | | 0062 715-01662 3000.000 m | 7.94000 23820.00| 15.00000 45000.00| 14.31000 42930.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0063 715-03033 1.000 EACH| 15479.79000 15479.79| 24000.00000 24000.00| 17794.80000 17794.80 BLOW OFF ASSEMBLY | | | 0064 715-04612 3005.000 m | 129.88000 390289.40| 150.00000 450750.00| 158.64000 476713.20 PIPE , DUCTILE IRON, 350 mm | | | 0065 715-04612 99.000 m | 819.99000 81179.01| 1100.00000 108900.00| 1003.56000 99352.44 PIPE CASING | | | 0066 715-05024 4.000 m | 217.50000 870.00| 290.00000 1160.00| 196.79000 787.16 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0067 715-05048 4144.000 m | 8.04000 33317.76| 8.20000 33980.80| 7.97000 33027.68 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05148 7.000 m | 66.82000 467.74| 95.00000 665.00| 182.36000 1276.52 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0069 715-05149 1518.000 m | 70.15000 106487.70| 85.00000 129030.00| 64.65000 98138.70 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 348.000 m | 74.04000 25765.92| 56.00000 19488.00| 106.50000 37062.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 468.000 m | 86.72000 40584.96| 76.00000 35568.00| 72.05000 33719.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05153 83.000 m | 103.22000 8567.26| 94.00000 7802.00| 102.21000 8483.43 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0073 715-05154 226.000 m | 119.08000 26912.08| 100.00000 22600.00| 121.74000 27513.24 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05159 55.000 m | 281.76000 15496.80| 230.00000 12650.00| 216.51000 11908.05 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0075 715-05350 20.000 m | 582.31000 11646.20| 740.00000 14800.00| 638.73000 12774.60 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0077 715-46000 6.000 EACH| 187.61000 1125.66| 260.00000 1560.00| 559.01000 3354.06 PIPE END SECTION, 300 mm | | | 0078 715-46010 1.000 EACH| 221.63000 221.63| 380.00000 380.00| 632.56000 632.56 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-46020 1.000 EACH| 579.49000 579.49| 430.00000 430.00| 758.55000 758.55 PIPE END SECTION, 600 mm | | | 0080 715-46040 1.000 EACH| 1008.48000 1008.48| 1500.00000 1500.00| 1251.74000 1251.74 PIPE END SECTION, 900 mm | | | 0081 718-06532 1000.000 m | 3.27000 3270.00| 3.40000 3400.00| 3.24000 3240.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 794.000 m3 | 39.10000 31045.40| 40.00000 31760.00| 38.77000 30783.38 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 10290.000 m2 | 1.74000 17904.60| 1.70000 17493.00| 1.73000 17801.70 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 11.000 EACH| 191.68000 2108.48| 410.00000 4510.00| 565.68000 6222.48 CASTING, ADJUST TO GRADE | | | 0085 720-44296 12.000 EACH| 229.79000 2757.48| 500.00000 6000.00| 363.84000 4366.08 CAP INLET | | | 0086 720-45030 7.000 EACH| 1053.80000 7376.60| 1100.00000 7700.00| 764.77000 5353.39 INLET, E7 | | | 0087 720-45035 8.000 EACH| 995.67000 7965.36| 1100.00000 8800.00| 793.05000 6344.40 INLET, F7 | | | 0088 720-45410 53.000 EACH| 1986.68000 105294.04| 1700.00000 90100.00| 1430.07000 75793.71 MANHOLE, C4 | | | 0089 720-90984 1.000 EACH| 1749.55000 1749.55| 1800.00000 1800.00| 1609.55000 1609.55 MANHOLE, C2 | | | 0090 720-98174 1.000 EACH| 1841.66000 1841.66| 2000.00000 2000.00| 1547.40000 1547.40 INLET, B15 | | | 0091 720-99416 52.000 EACH| 2408.57000 125245.64| 2100.00000 109200.00| 1923.63000 100028.76 CATCH BASIN, B15 | | | 0092 720-99417 2.000 EACH| 2139.54000 4279.08| 2200.00000 4400.00| 1966.83000 3933.66 CATCH BASIN, C15 | | | 0093 801-06203 2000.000 m | 0.54000 1080.00| 0.54000 1080.00| 0.54000 1080.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0094 801-06207 2000.000 m | 3.27000 6540.00| 3.30000 6600.00| 3.24000 6480.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06606 30.000 EACH| 108.91000 3267.30| 110.00000 3300.00| 108.00000 3240.00 BARRICADE, IIIB | | | 0096 801-06640 20.000 EACH| 163.36000 3267.20| 160.00000 3200.00| 162.00000 3240.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 10.000 EACH| 32.67000 326.70| 33.00000 330.00| 32.40000 324.00 CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP| 149167.72000 149167.72| 97000.00000 97000.00| 149158.19000 149158.19 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-01815 8.000 EACH| 1421.98000 11375.84| 1700.00000 13600.00| 1410.13000 11281.04 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0101 805-01842 25.000 EACH| 631.45000 15786.25| 830.00000 20750.00| 626.19000 15654.75 HANDHOLE, SIGNAL | | | 0102 805-04952 2.000 EACH| 13130.36000 26260.72| 12000.00000 24000.00| 13021.00000 26042.00 CONTROLLER AND CABINET , FULLY ACTUATED,| | | 8 PHASE | | | 0103 805-06592 1580.000 m | 33.58000 53056.40| 32.00000 50560.00| 33.30000 52614.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0104 805-78205 6.000 EACH| 375.44000 2252.64| 390.00000 2340.00| 372.31000 2233.86 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0105 805-78215 2.000 EACH| 375.44000 750.88| 390.00000 780.00| 372.31000 744.62 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0106 805-78230 6.000 EACH| 628.75000 3772.50| 620.00000 3720.00| 623.52000 3741.12 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0107 805-78420 7.000 EACH| 205.36000 1437.52| 230.00000 1610.00| 203.64000 1425.48 DISCONNECT HANGER | | | 0108 805-78445 2.000 EACH| 438.62000 877.24| 410.00000 820.00| 434.97000 869.94 SIGNAL SERVICE | | | 0109 805-78465 150.000 m | 4.29000 643.50| 3.30000 495.00| 4.26000 639.00 SIGNAL CABLE, 2C 8GA. | | | 0110 805-78470 400.000 m | 1.19000 476.00| 0.36000 144.00| 1.18000 472.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0111 805-78485 200.000 m | 2.92000 584.00| 8.20000 1640.00| 2.89000 578.00 SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 150.000 m | 3.33000 499.50| 8.00000 1200.00| 3.30000 495.00 SIGNAL CABLE, 7C 14GA. | | | 0113 805-78500 400.000 m | 4.00000 1600.00| 9.20000 3680.00| 3.96000 1584.00 SIGNAL CABLE, 11C 14GA. | | | 0114 805-78510 900.000 m | 2.61000 2349.00| 3.50000 3150.00| 2.59000 2331.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 12.000 EACH| 587.22000 7046.64| 650.00000 7800.00| 582.33000 6987.96 SIGNAL DETECTOR HOUSING | | | 0116 805-78925 2.000 EACH| 927.49000 1854.98| 1100.00000 2200.00| 919.76000 1839.52 CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-81032 8.000 EACH| 2590.15000 20721.20| 2200.00000 17600.00| 2568.57000 20548.56 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0118 805-96014 900.000 m | 14.16000 12744.00| 5.50000 4950.00| 10.80000 9720.00 SAW CUT, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 808-04298 4.000 EACH| 217.81000 871.24| 220.00000 880.00| 216.00000 864.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0120 808-06701 1138.000 m | 1.06000 1206.28| 1.10000 1251.80| 1.05000 1194.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 834.000 m | 1.06000 884.04| 1.10000 917.40| 1.05000 875.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75054 483.000 m | 3.54000 1709.82| 3.50000 1690.50| 3.51000 1695.33 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0123 808-75059 121.000 m | 3.54000 428.34| 3.50000 423.50| 3.51000 424.71 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0124 808-75245 7562.000 m | 1.06000 8015.72| 1.10000 8318.20| 1.05000 7940.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0125 808-75260 36.000 m | 6.53000 235.08| 6.50000 234.00| 6.48000 233.28 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0126 808-75278 135.000 m | 6.53000 881.55| 6.50000 877.50| 6.48000 874.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0127 808-75297 126.000 m | 13.07000 1646.82| 13.00000 1638.00| 12.96000 1632.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0128 808-75320 9.000 EACH| 59.90000 539.10| 60.00000 540.00| 59.40000 534.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0129 808-75325 9.000 EACH| 76.23000 686.07| 76.00000 684.00| 75.60000 680.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0130 808-95638 1143.250 m2 | 0.11000 125.76| 0.11000 125.76| 0.11000 125.76 CENTER CURB PAINTING | | | 0131 805-78795 390.000 m | 18.25000 7117.50| 19.00000 7410.00| 18.10000 7059.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0132 801-94295 8.000 EACH| 747.79000 5982.32| 290.00000 2320.00| 741.56000 5932.48 SIGNAL HEAD, RELOCATE | | | 0133 805-02595 2.000 EACH| 514.59000 1029.18| 320.00000 640.00| 510.30000 1020.60 CONTROLLER, RESET TIMING | | | 0134 805-78415 8.000 EACH| 1189.84000 9518.72| 990.00000 7920.00| 1179.93000 9439.44 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 211 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,602,981.37 ROUTE : B336 CITY STREET CALL ORDER : 211 CONTRACT ID : R -25387-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0918397 |(6) 35-1609544 |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 621-06545 3.600 Mg | 0.00000 0.00| 700.00000 2520.00| 699.84000 2519.42 FERTILIZER | | | 0136 621-06565 28.150 Mg | 0.00000 0.00| 550.00000 15482.50| 550.80000 15505.02 MULCHING MATERIAL | | | SECTION TOTALS | $ 3,944,946.31| $ 4,158,537.82| $ 4,258,298.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,944,946.31| $ 4,158,537.82| $ 4,258,298.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 213 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 274,333.94 ROUTE : PARK CALL ORDER : 213 CONTRACT ID : R -25388-A COUNTIES : PIKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C612 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 189,591.60 100.0000% 2 35-1139301 E & B PAVING, INC. $ 195,255.00 102.9871% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1700.00000 6800.00| 1750.00000 7000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2350.00000 2350.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9450.00000 9450.00| 9500.00000 9500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02080 1.690 MILE| 13500.00000 22815.00| 8500.00000 14365.00| LINEAR GRADING | | | 0005 303-52308 70.000 TON | 26.50000 1855.00| 20.25000 1417.50| COMPACTED AGGREGATE, O, 53 | | | 0006 305-06082 30.000 TON | 116.00000 3480.00| 90.00000 2700.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0007 402-05474 2069.000 TON | 35.00000 72415.00| 42.50000 87932.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 1150.000 TON | 54.00000 62100.00| 54.00000 62100.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0009 405-05517 19.900 TON | 254.00000 5054.60| 325.00000 6467.50| ASPHALT FOR PRIME COAT | | | 0010 406-05520 4.100 TON | 270.00000 1107.00| 225.00000 922.50| ASPHALT FOR TACK COAT | | | 0011 801-06640 5.000 EACH| 103.00000 515.00| 100.00000 500.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 189,591.60| $ 195,255.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,591.60| $ 195,255.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE040 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,061,076.83 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 2,180,545.18 105.7964% 3 35-0997978 PHEND & BROWN, INC. $ 2,251,050.06 109.2171% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 2,287,917.65 111.0059% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,383,215.86 115.6296% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 2,454,441.40 119.0853% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILTIES | | | 0001 105-01925 8.000 MOS | 1998.06000 15984.48| 1800.00000 14400.00| 1460.00000 11680.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 44434.08000 44434.08| 42840.00000 42840.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99357.22000 99357.22| 120000.00000 120000.00| 112200.00000 112200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 500.000 m | 11.41000 5705.00| 24.00000 12000.00| 10.00000 5000.00 DITCH CLEANING | | | 0005 201-52370 LUMP| 18601.32000 18601.32| 22000.00000 22000.00| 58000.00000 58000.00 CLEARING RIGHT OF WAY | | | 0006 202-01347 1.000 EACH| 3740.74000 3740.74| 7000.00000 7000.00| 10000.00000 10000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0007 202-02240 55.000 m2 | 14.64000 805.20| 32.00000 1760.00| 5.75000 316.25 PAVEMENT, REMOVE | | | 0008 202-03000 LUMP| 64799.69000 64799.69| 69000.00000 69000.00| 124000.00000 124000.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03494 8.000 EACH| 544.54000 4356.32| 350.00000 2800.00| 350.00000 2800.00 TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0010 202-52710 44.000 m2 | 17.32000 762.08| 15.00000 660.00| 12.00000 528.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 662.000 m2 | 4.29000 2839.98| 7.00000 4634.00| 5.00000 3310.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-96022 59.000 EACH| 145.01000 8555.59| 125.00000 7375.00| 40.00000 2360.00 CONCRETE FOUNDATION, REMOVE | | | 0013 203-02000 5600.000 m3 | 4.71000 26376.00| 16.00000 89600.00| 16.50000 92400.00 EXCAVATION, COMMON | | | 0014 203-02020 2700.000 m3 | 4.71000 12717.00| 16.00000 43200.00| 17.50000 47250.00 EXCAVATION, UNCLASSIFIED | | | 0015 205-02224 1227.000 m | 5.88000 7214.76| 5.00000 6135.00| 5.40000 6625.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 210-03827 1.000 EACH| 587.01000 587.01| 2350.00000 2350.00| 1420.00000 1420.00 FOUNTAIN, DRINKING | | | 0017 210-04181 9.000 EACH| 335.09000 3015.81| 250.00000 2250.00| 350.00000 3150.00 BICYCLE RACK | | | 0018 210-06960 1.000 EACH| 17111.02000 17111.02| 21200.00000 21200.00| 18125.00000 18125.00 TIME CAPSULE | | | 0019 211-02050 320.000 m3 | 27.79000 8892.80| 30.00000 9600.00| 12.00000 3840.00 B BORROW | | | 0020 303-04075 2570.000 Mg | 17.18000 44152.60| 22.05000 56668.50| 20.50000 52685.00 COMPACTED AGGREGATE, O, 73 | | | 0021 303-06959 6.000 Mg | 38.66000 231.96| 30.00000 180.00| 70.00000 420.00 AGGREGATE , 12F | | | 0022 303-09119 2086.000 Mg | 18.32000 38215.52| 17.33000 36150.38| 16.00000 33376.00 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0023 303-52308 15835.000 Mg | 18.32000 290097.20| 17.33000 274420.55| 16.00000 253360.00 COMPACTED AGGREGATE, O, 53 | | | 0024 402-05468 57.000 Mg | 98.02000 5587.14| 94.50000 5386.50| 90.00000 5130.00 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 7178.000 Mg | 44.65000 320497.70| 43.05000 309012.90| 45.00000 323010.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 3592.000 Mg | 58.81000 211245.52| 56.70000 203666.40| 60.00000 215520.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 405-05517 93.000 Mg | 326.72000 30384.96| 315.00000 29295.00| 300.00000 27900.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 16.500 Mg | 217.81000 3593.87| 210.00000 3465.00| 200.00000 3300.00 ASPHALT FOR TACK COAT | | | 0029 502-06627 108.000 m2 | 53.75000 5805.00| 129.00000 13932.00| 91.00000 9828.00 PCCP, 150 mm , COLORED | | | 0030 502-06627 1353.000 m2 | 38.84000 52550.52| 52.00000 70356.00| 88.00000 119064.00 PCCP, 150 mm , CONCRETE BANDS AND PAD | | | 0031 502-06627 154.000 m2 | 38.20000 5882.80| 45.00000 6930.00| 20.00000 3080.00 PCCP, 150 mm , UNFINISHED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 603-04244 18.000 EACH| 2397.70000 43158.60| 895.00000 16110.00| 2500.00000 45000.00 GATE | | | 0033 603-04460 6219.000 m | 30.71000 190985.49| 29.61000 184144.59| 28.20000 175375.80 FENCE, WOOD SPLIT RAIL | | | 0034 604-01920 31.000 m2 | 322.86000 10008.66| 210.00000 6510.00| 275.00000 8525.00 CONCRETE PAVERS | | | 0035 604-90256 60.000 m2 | 58.71000 3522.60| 38.00000 2280.00| 43.00000 2580.00 SIDEWALK, CONCRETE, 150 mm | | | 0036 604-91531 102.000 m2 | 47.81000 4876.62| 33.00000 3366.00| 38.00000 3876.00 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06100 120.000 m | 60.74000 7288.80| 72.00000 8640.00| 58.00000 6960.00 CURB, INTEGRAL, C, CONCRETE | | | 0038 611-03671 5.000 EACH| 651.05000 3255.25| 450.00000 2250.00| 520.00000 2600.00 TRASH RECEPTACLE | | | 0039 611-94923 52.700 m2 | 48.20000 2540.14| 77.80000 4100.06| 82.00000 4321.40 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 0040 615-03866 21.000 EACH| 951.72000 19986.12| 350.00000 7350.00| 520.00000 10920.00 MILE MARKER | | | 0041 615-06496 60.000 EACH| 54.45000 3267.00| 35.00000 2100.00| 43.00000 2580.00 PARKING BARRIER | | | 0042 616-02320 55.000 m2 | 6.22000 342.10| 3.50000 192.50| 6.50000 357.50 GEOTEXTILES | | | 0043 616-06405 34.000 Mg | 40.19000 1366.46| 24.00000 816.00| 50.00000 1700.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 816.80000 1633.60| 787.50000 1575.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-04258 16.290 kg | 147.02000 2394.96| 141.75000 2309.11| 135.00000 2199.15 SEED MIXTURE , T1 | | | 0046 621-04258 46.760 kg | 114.35000 5347.01| 110.25000 5155.29| 105.00000 4909.80 SEED MIXTURE , T2 | | | 0047 621-04978 9462.000 m2 | 1.42000 13436.04| 1.37000 12962.94| 1.30000 12300.60 SEED MIXTURE , NM | | | 0048 621-06567 20.000 kL | 1.09000 21.80| 1.05000 21.00| 1.00000 20.00 WATER | | | 0049 621-06570 500.000 m3 | 26.80000 13400.00| 29.00000 14500.00| 20.00000 10000.00 TOP SOIL | | | 0050 621-06574 1109.000 m2 | 5.23000 5800.07| 5.04000 5589.36| 4.80000 5323.20 SODDING | | | 0051 622-05625 23.000 EACH| 217.81000 5009.63| 210.00000 4830.00| 200.00000 4600.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 622-05640 99.000 EACH| 65.34000 6468.66| 63.00000 6237.00| 60.00000 5940.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0053 622-05641 3.000 EACH| 65.34000 196.02| 63.00000 189.00| 60.00000 180.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0054 622-05642 52.000 EACH| 163.36000 8494.72| 157.50000 8190.00| 150.00000 7800.00 PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0055 622-05645 9.000 EACH| 179.70000 1617.30| 173.25000 1559.25| 165.00000 1485.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0056 622-05650 28.000 EACH| 435.63000 12197.64| 420.00000 11760.00| 400.00000 11200.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0057 622-05653 500.000 EACH| 2.89000 1445.00| 2.78000 1390.00| 2.65000 1325.00 PLANT, GROUND COVER | | | 0058 622-05654 176.000 EACH| 17.43000 3067.68| 16.80000 2956.80| 16.00000 2816.00 PLANT, PERENNIAL | | | 0059 703-51030 550.000 kg | 0.96000 528.00| 2.00000 1100.00| 2.50000 1375.00 REINFORCING STEEL | | | 0060 706-04683 26.800 m | 215.54000 5776.47| 308.28000 8261.90| 300.00000 8040.00 RAILING , TREATED TIMBER, TYPE I | | | 0061 706-04683 31.500 m | 291.67000 9187.61| 294.03000 9261.95| 300.00000 9450.00 RAILING , TREATED TIMBER, TYPE II | | | 0062 708-01112 2.000 m3 | 386.73000 773.46| 600.00000 1200.00| 570.00000 1140.00 GROUT, NON-SHRINK | | | 0063 711-90932 38.000 m | 45.74000 1738.12| 44.10000 1675.80| 42.00000 1596.00 EDGING, STEEL | | | 0064 712-03812 9.000 EACH| 1223.75000 11013.75| 945.00000 8505.00| 1080.00000 9720.00 BENCH | | | 0065 712-04784 4.000 EACH| 5601.79000 22407.16| 5898.60000 23594.40| 5665.00000 22660.00 STRUCTURE | | | 0066 712-97578 3.160 m3 | 1745.06000 5514.39| 8245.00000 26054.20| 2269.00000 7170.04 LUMBER AND TIMBER, TREATED | | | 0067 714-02401 10.000 m | 232.41000 2324.10| 500.00000 5000.00| 600.00000 6000.00 RETAINING WALL | | | 0068 715-01663 23.000 m | 63.32000 1456.36| 108.00000 2484.00| 48.00000 1104.00 PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0069 715-05151 104.500 m | 96.64000 10098.88| 114.00000 11913.00| 63.00000 6583.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-05175 8.000 m | 200.24000 1601.92| 196.00000 1568.00| 149.00000 1192.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05408 72.000 m | 48.16000 3467.52| 130.00000 9360.00| 49.00000 3528.00 PIPE, SANITARY SEWER, 200 mm | | | 0072 715-46005 3.000 EACH| 141.58000 424.74| 550.00000 1650.00| 250.00000 750.00 PIPE END SECTION, 375 mm | | | 0073 715-46030 2.000 EACH| 444.89000 889.78| 880.00000 1760.00| 500.00000 1000.00 PIPE END SECTION, 750 mm | | | 0074 720-45030 2.000 EACH| 902.95000 1805.90| 1400.00000 2800.00| 845.00000 1690.00 INLET, E7 | | | 0075 720-45035 2.000 EACH| 975.64000 1951.28| 1800.00000 3600.00| 850.00000 1700.00 INLET, F7 | | | 0076 720-45605 1.000 m | 532.56000 532.56| 500.00000 500.00| 730.00000 730.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0077 732-96629 76.000 m | 19.02000 1445.52| 98.00000 7448.00| 25.00000 1900.00 WATER LINE, 25 mm | | | 0078 801-06605 10.000 EACH| 92.57000 925.70| 89.25000 892.50| 85.00000 850.00 BARRICADE, IIIA | | | 0079 801-06640 36.000 EACH| 81.68000 2940.48| 78.75000 2835.00| 75.00000 2700.00 CONSTRUCTION SIGN, A | | | 0080 801-06775 LUMP| 6131.47000 6131.47| 8000.00000 8000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0081 802-02293 11.200 m3 | 614.61000 6883.63| 593.00000 6641.60| 564.34000 6320.61 CONCRETE, SIGN FOUNDATION | | | 0082 802-03896 72.000 EACH| 723.68000 52104.96| 545.00000 39240.00| 660.00000 47520.00 BOLLARD , CAST STONE | | | 0083 802-03896 47.000 EACH| 486.44000 22862.68| 535.00000 25145.00| 600.00000 28200.00 BOLLARD , STEEL DROP-DOWN | | | 0084 802-03896 157.000 EACH| 130.45000 20480.65| 176.00000 27632.00| 85.00000 13345.00 BOLLARD , WOOD | | | 0085 802-04314 4.000 EACH| 7470.63000 29882.52| 7500.00000 30000.00| 6800.00000 27200.00 SIGN , ENTRANCE, CAST STONE, WOOD | | | 0086 802-04314 5.000 EACH| 4935.06000 24675.30| 5200.00000 26000.00| 4860.00000 24300.00 SIGN , INTERPRETIVE, CAST | | | STONE/FIBERGLASS | | | 0087 802-05701 390.000 m | 38.91000 15174.90| 37.52000 14632.80| 35.73000 13934.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 46.000 m2 | 206.67000 9506.82| 200.00000 9200.00| 189.77000 8729.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76040 14.000 m2 | 218.99000 3065.86| 211.14000 2955.96| 201.08000 2815.12 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1057871 |(3) 35-0997978 |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 802-76055 15.000 m | 20.54000 308.10| 19.80000 297.00| 18.86000 282.90 SIGN POST, A | | | 0091 803-02310 306.800 kg | 1.13000 346.68| 1.10000 337.48| 1.04000 319.07 REINFORCING STEEL, SIGN FOUNDATION | | | 0092 803-76110 1.000 EACH| 40922.61000 40922.61| 39454.51000 39454.51| 37575.00000 37575.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0093 805-96014 662.000 m | 2.61000 1727.82| 1.50000 993.00| 3.50000 2317.00 SAW CUT, FULL DEPTH | | | 0094 808-03439 525.000 m | 10.35000 5433.75| 9.98000 5239.50| 9.50000 4987.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0095 808-04098 2.000 EACH| 114.35000 228.70| 110.25000 220.50| 105.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ENDS) | | | 0096 808-06703 540.000 m | 1.07000 577.80| 1.03000 556.20| 0.98000 529.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0097 808-06713 800.000 m | 0.36000 288.00| 0.35000 280.00| 0.33000 264.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0098 808-75245 525.000 m | 1.07000 561.75| 1.03000 540.75| 0.98000 514.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 5.000 m | 13.07000 65.35| 12.60000 63.00| 12.00000 60.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-95933 100.000 m | 1.80000 180.00| 1.73000 173.00| 1.65000 165.00 CURB PAINTING, YELLOW | | | 0101 808-97222 6.000 EACH| 65.34000 392.04| 63.00000 378.00| 60.00000 360.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0102 900-05001 2.000 EACH| 3621.44000 7242.88| 2875.00000 5750.00| 2075.00000 4150.00 SCREEN | | | SECTION TOTALS | $ 2,061,076.83| $ 2,180,545.18| $ 2,251,050.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,061,076.83| $ 2,180,545.18| $ 2,251,050.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILTIES | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1250.00000 10000.00| 1000.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 38000.00000 38000.00| 50000.00000 50000.00| 36500.00000 36500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 114400.00000 114400.00| 118500.00000 118500.00| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 500.000 m | 11.00000 5500.00| 10.00000 5000.00| 2.00000 1000.00 DITCH CLEANING | | | 0005 201-52370 LUMP| 57200.00000 57200.00| 156750.00000 156750.00| 62000.00000 62000.00 CLEARING RIGHT OF WAY | | | 0006 202-01347 1.000 EACH| 3500.00000 3500.00| 10000.00000 10000.00| 9500.00000 9500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0007 202-02240 55.000 m2 | 30.00000 1650.00| 50.00000 2750.00| 17.50000 962.50 PAVEMENT, REMOVE | | | 0008 202-03000 LUMP| 58332.00000 58332.00| 65000.00000 65000.00| 144300.00000 144300.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03494 8.000 EACH| 325.00000 2600.00| 500.00000 4000.00| 500.00000 4000.00 TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0010 202-52710 44.000 m2 | 18.00000 792.00| 25.00000 1100.00| 45.00000 1980.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 662.000 m2 | 5.00000 3310.00| 7.50000 4965.00| 4.00000 2648.00 SURFACE MILLING, ASPHALT | | | 0012 202-96022 59.000 EACH| 90.00000 5310.00| 100.00000 5900.00| 300.00000 17700.00 CONCRETE FOUNDATION, REMOVE | | | 0013 203-02000 5600.000 m3 | 14.50000 81200.00| 17.50000 98000.00| 14.00000 78400.00 EXCAVATION, COMMON | | | 0014 203-02020 2700.000 m3 | 17.25000 46575.00| 20.00000 54000.00| 14.50000 39150.00 EXCAVATION, UNCLASSIFIED | | | 0015 205-02224 1227.000 m | 5.40000 6625.80| 6.00000 7362.00| 6.00000 7362.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 210-03827 1.000 EACH| 1350.00000 1350.00| 1500.00000 1500.00| 1400.00000 1400.00 FOUNTAIN, DRINKING | | | 0017 210-04181 9.000 EACH| 180.00000 1620.00| 450.00000 4050.00| 500.00000 4500.00 BICYCLE RACK | | | 0018 210-06960 1.000 EACH| 20000.00000 20000.00| 20000.00000 20000.00| 12500.00000 12500.00 TIME CAPSULE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02050 320.000 m3 | 40.00000 12800.00| 27.50000 8800.00| 24.00000 7680.00 B BORROW | | | 0020 303-04075 2570.000 Mg | 20.00000 51400.00| 22.00000 56540.00| 22.68000 58287.60 COMPACTED AGGREGATE, O, 73 | | | 0021 303-06959 6.000 Mg | 100.00000 600.00| 50.00000 300.00| 50.00000 300.00 AGGREGATE , 12F | | | 0022 303-09119 2086.000 Mg | 15.75000 32854.50| 18.00000 37548.00| 17.82000 37172.52 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0023 303-52308 15835.000 Mg | 19.00000 300865.00| 18.00000 285030.00| 17.75000 281071.25 COMPACTED AGGREGATE, O, 53 | | | 0024 402-05468 57.000 Mg | 50.00000 2850.00| 95.00000 5415.00| 97.00000 5529.00 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 7178.000 Mg | 47.80000 343108.40| 42.50000 305065.00| 44.00000 315832.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 3592.000 Mg | 51.75000 185886.00| 56.50000 202948.00| 57.75000 207438.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 405-05517 93.000 Mg | 125.00000 11625.00| 315.00000 29295.00| 300.00000 27900.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 16.500 Mg | 125.00000 2062.50| 210.00000 3465.00| 200.00000 3300.00 ASPHALT FOR TACK COAT | | | 0029 502-06627 108.000 m2 | 120.00000 12960.00| 75.00000 8100.00| 55.00000 5940.00 PCCP, 150 mm , COLORED | | | 0030 502-06627 1353.000 m2 | 85.00000 115005.00| 65.00000 87945.00| 59.95000 81112.35 PCCP, 150 mm , CONCRETE BANDS AND PAD | | | 0031 502-06627 154.000 m2 | 55.00000 8470.00| 45.00000 6930.00| 44.50000 6853.00 PCCP, 150 mm , UNFINISHED | | | 0032 603-04244 18.000 EACH| 2525.00000 45450.00| 2750.00000 49500.00| 2825.00000 50850.00 GATE | | | 0033 603-04460 6219.000 m | 36.70000 228237.30| 30.00000 186570.00| 37.00000 230103.00 FENCE, WOOD SPLIT RAIL | | | 0034 604-01920 31.000 m2 | 425.00000 13175.00| 125.00000 3875.00| 325.00000 10075.00 CONCRETE PAVERS | | | 0035 604-90256 60.000 m2 | 50.00000 3000.00| 50.00000 3000.00| 48.25000 2895.00 SIDEWALK, CONCRETE, 150 mm | | | 0036 604-91531 102.000 m2 | 45.00000 4590.00| 32.50000 3315.00| 43.85000 4472.70 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06100 120.000 m | 50.00000 6000.00| 47.50000 5700.00| 79.95000 9594.00 CURB, INTEGRAL, C, CONCRETE | | | 0038 611-03671 5.000 EACH| 600.00000 3000.00| 450.00000 2250.00| 500.00000 2500.00 TRASH RECEPTACLE | | | 0039 611-94923 52.700 m2 | 70.00000 3689.00| 57.00000 3003.90| 78.00000 4110.60 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-03866 21.000 EACH| 575.00000 12075.00| 875.00000 18375.00| 700.00000 14700.00 MILE MARKER | | | 0041 615-06496 60.000 EACH| 100.00000 6000.00| 100.00000 6000.00| 85.00000 5100.00 PARKING BARRIER | | | 0042 616-02320 55.000 m2 | 4.00000 220.00| 3.00000 165.00| 4.50000 247.50 GEOTEXTILES | | | 0043 616-06405 34.000 Mg | 50.00000 1700.00| 35.00000 1190.00| 23.50000 799.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 750.00000 1500.00| 775.00000 1550.00| 1250.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-04258 16.290 kg | 135.00000 2199.15| 150.00000 2443.50| 149.00000 2427.21 SEED MIXTURE , T1 | | | 0046 621-04258 46.760 kg | 105.00000 4909.80| 125.00000 5845.00| 116.50000 5447.54 SEED MIXTURE , T2 | | | 0047 621-04978 9462.000 m2 | 1.30000 12300.60| 1.40000 13246.80| 1.44000 13625.28 SEED MIXTURE , NM | | | 0048 621-06567 20.000 kL | 1.00000 20.00| 1.00000 20.00| 1.10000 22.00 WATER | | | 0049 621-06570 500.000 m3 | 40.00000 20000.00| 40.00000 20000.00| 25.00000 12500.00 TOP SOIL | | | 0050 621-06574 1109.000 m2 | 5.50000 6099.50| 5.50000 6099.50| 5.35000 5933.15 SODDING | | | 0051 622-05625 23.000 EACH| 200.00000 4600.00| 210.00000 4830.00| 220.00000 5060.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0052 622-05640 99.000 EACH| 60.00000 5940.00| 65.00000 6435.00| 66.50000 6583.50 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0053 622-05641 3.000 EACH| 60.00000 180.00| 65.00000 195.00| 67.00000 201.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0054 622-05642 52.000 EACH| 150.00000 7800.00| 160.00000 8320.00| 166.50000 8658.00 PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0055 622-05645 9.000 EACH| 165.00000 1485.00| 175.00000 1575.00| 185.00000 1665.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0056 622-05650 28.000 EACH| 400.00000 11200.00| 440.00000 12320.00| 445.00000 12460.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0057 622-05653 500.000 EACH| 2.65000 1325.00| 3.00000 1500.00| 2.95000 1475.00 PLANT, GROUND COVER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 622-05654 176.000 EACH| 16.00000 2816.00| 20.00000 3520.00| 17.80000 3132.80 PLANT, PERENNIAL | | | 0059 703-51030 550.000 kg | 3.50000 1925.00| 2.00000 1100.00| 1.75000 962.50 REINFORCING STEEL | | | 0060 706-04683 26.800 m | 375.00000 10050.00| 225.00000 6030.00| 190.00000 5092.00 RAILING , TREATED TIMBER, TYPE I | | | 0061 706-04683 31.500 m | 350.00000 11025.00| 225.00000 7087.50| 195.00000 6142.50 RAILING , TREATED TIMBER, TYPE II | | | 0062 708-01112 2.000 m3 | 350.00000 700.00| 1000.00000 2000.00| 400.00000 800.00 GROUT, NON-SHRINK | | | 0063 711-90932 38.000 m | 42.00000 1596.00| 100.00000 3800.00| 50.00000 1900.00 EDGING, STEEL | | | 0064 712-03812 9.000 EACH| 1025.00000 9225.00| 1000.00000 9000.00| 1175.00000 10575.00 BENCH | | | 0065 712-04784 4.000 EACH| 5200.00000 20800.00| 8500.00000 34000.00| 6500.00000 26000.00 STRUCTURE | | | 0066 712-97578 3.160 m3 | 1800.00000 5688.00| 2500.00000 7900.00| 1800.00000 5688.00 LUMBER AND TIMBER, TREATED | | | 0067 714-02401 10.000 m | 675.00000 6750.00| 450.00000 4500.00| 350.00000 3500.00 RETAINING WALL | | | 0068 715-01663 23.000 m | 300.00000 6900.00| 100.00000 2300.00| 100.00000 2300.00 PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0069 715-05151 104.500 m | 75.00000 7837.50| 100.00000 10450.00| 95.00000 9927.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-05175 8.000 m | 180.00000 1440.00| 140.00000 1120.00| 200.00000 1600.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0071 715-05408 72.000 m | 85.00000 6120.00| 75.00000 5400.00| 50.00000 3600.00 PIPE, SANITARY SEWER, 200 mm | | | 0072 715-46005 3.000 EACH| 185.00000 555.00| 300.00000 900.00| 275.00000 825.00 PIPE END SECTION, 375 mm | | | 0073 715-46030 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 475.00000 950.00 PIPE END SECTION, 750 mm | | | 0074 720-45030 2.000 EACH| 1250.00000 2500.00| 1250.00000 2500.00| 1200.00000 2400.00 INLET, E7 | | | 0075 720-45035 2.000 EACH| 1350.00000 2700.00| 1450.00000 2900.00| 1250.00000 2500.00 INLET, F7 | | | 0076 720-45605 1.000 m | 2000.00000 2000.00| 1200.00000 1200.00| 800.00000 800.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0077 732-96629 76.000 m | 36.00000 2736.00| 36.00000 2736.00| 26.00000 1976.00 WATER LINE, 25 mm | | | 0078 801-06605 10.000 EACH| 100.00000 1000.00| 120.00000 1200.00| 95.00000 950.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06640 36.000 EACH| 95.00000 3420.00| 100.00000 3600.00| 85.00000 3060.00 CONSTRUCTION SIGN, A | | | 0080 801-06775 LUMP| 11000.00000 11000.00| 24000.00000 24000.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | 0081 802-02293 11.200 m3 | 750.00000 8400.00| 600.00000 6720.00| 600.00000 6720.00 CONCRETE, SIGN FOUNDATION | | | 0082 802-03896 72.000 EACH| 500.00000 36000.00| 300.00000 21600.00| 700.00000 50400.00 BOLLARD , CAST STONE | | | 0083 802-03896 47.000 EACH| 615.00000 28905.00| 680.00000 31960.00| 680.00000 31960.00 BOLLARD , STEEL DROP-DOWN | | | 0084 802-03896 157.000 EACH| 79.30000 12450.10| 90.00000 14130.00| 88.00000 13816.00 BOLLARD , WOOD | | | 0085 802-04314 4.000 EACH| 6250.00000 25000.00| 7500.00000 30000.00| 6575.00000 26300.00 SIGN , ENTRANCE, CAST STONE, WOOD | | | 0086 802-04314 5.000 EACH| 5430.00000 27150.00| 6500.00000 32500.00| 5250.00000 26250.00 SIGN , INTERPRETIVE, CAST | | | STONE/FIBERGLASS | | | 0087 802-05701 390.000 m | 31.40000 12246.00| 37.50000 14625.00| 36.75000 14332.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 46.000 m2 | 220.00000 10120.00| 200.00000 9200.00| 200.00000 9200.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76040 14.000 m2 | 215.00000 3010.00| 220.00000 3080.00| 217.50000 3045.00 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0090 802-76055 15.000 m | 20.00000 300.00| 20.00000 300.00| 21.50000 322.50 SIGN POST, A | | | 0091 803-02310 306.800 kg | 5.00000 1534.00| 1.20000 368.16| 1.75000 536.90 REINFORCING STEEL, SIGN FOUNDATION | | | 0092 803-76110 1.000 EACH| 38000.00000 38000.00| 40000.00000 40000.00| 40500.00000 40500.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0093 805-96014 662.000 m | 7.50000 4965.00| 10.00000 6620.00| 19.00000 12578.00 SAW CUT, FULL DEPTH | | | 0094 808-03439 525.000 m | 10.50000 5512.50| 9.00000 4725.00| 11.00000 5775.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0095 808-04098 2.000 EACH| 110.00000 220.00| 100.00000 200.00| 117.50000 235.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ENDS) | | | 0096 808-06703 540.000 m | 1.00000 540.00| 1.50000 810.00| 1.10000 594.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 215 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,416,939.36 ROUTE : CALL ORDER : 215 CONTRACT ID : R -25389-A COUNTIES : DELAWARE LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2070195 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-06713 800.000 m | 0.35000 280.00| 1.30000 1040.00| 0.75000 600.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0098 808-75245 525.000 m | 1.00000 525.00| 1.60000 840.00| 1.10000 577.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 5.000 m | 13.00000 65.00| 8.50000 42.50| 15.00000 75.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-95933 100.000 m | 1.75000 175.00| 4.00000 400.00| 2.00000 200.00 CURB PAINTING, YELLOW | | | 0101 808-97222 6.000 EACH| 65.00000 390.00| 55.00000 330.00| 70.00000 420.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0102 900-05001 2.000 EACH| 2500.00000 5000.00| 950.00000 1900.00| 500.00000 1000.00 SCREEN | | | SECTION TOTALS | $ 2,287,917.65| $ 2,383,215.86| $ 2,454,441.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,287,917.65| $ 2,383,215.86| $ 2,454,441.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : P232002 P232002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,434,538.63 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 1,529,525.72 106.6214% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,602,599.72 111.7153% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,691,952.33 117.9440% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,848,872.79 128.8827% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,989,700.00 138.6996% 7 35-1212938 ATLAS EXCAVATING, INC. $ 2,033,424.30 141.7476% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 1000.00000 10000.00| 1481.15000 14811.50| 3035.52000 30355.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20764.32000 20764.32| 17800.60000 17800.60| 21428.40000 21428.40 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 62000.00000 62000.00| 45000.00000 45000.00| 69810.00000 69810.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 45000.00000 45000.00| 7048.21000 7048.21 CLEARING RIGHT OF WAY | | | 0005 202-02245 3.000 EACH| 100.00000 300.00| 77.62000 232.86| 255.10000 765.30 TREE, 150 mm, REMOVE | | | 0006 202-02250 6.000 EACH| 200.00000 1200.00| 129.37000 776.22| 526.30000 3157.80 TREE, 250 mm, REMOVE | | | 0007 202-02255 2.000 EACH| 500.00000 1000.00| 465.72000 931.44| 1052.60000 2105.20 TREE, 460 mm, REMOVE | | | 0008 202-02265 3.000 EACH| 1500.00000 4500.00| 931.43000 2794.29| 2631.50000 7894.50 TREE, 1220 mm, REMOVE | | | 0009 202-52710 340.000 m2 | 3.92000 1332.80| 4.71000 1601.40| 11.58000 3937.20 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 1000.000 m2 | 5.21000 5210.00| 5.35000 5350.00| 5.92000 5920.00 SURFACE MILLING, ASPHALT | | | 0011 202-78515 LUMP| 1268.93000 1268.93| 1252.25000 1252.25| 1273.65000 1273.65 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91922 1.000 EACH| 261.11000 261.11| 293.86000 293.86| 526.30000 526.30 STUMP, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 1905.000 m3 | 21.69000 41319.45| 24.16000 46024.80| 28.42000 54140.10 EXCAVATION, COMMON | | | 0014 205-02237 16.000 EACH| 78.65000 1258.40| 51.75000 828.00| 78.95000 1263.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02050 50.000 m3 | 39.12000 1956.00| 30.48000 1524.00| 33.48000 1674.00 B BORROW | | | 0016 211-02060 3077.000 m3 | 15.05000 46308.85| 21.27000 65447.79| 12.52000 38524.04 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 460.000 m3 | 65.38000 30074.80| 82.49000 37945.40| 67.04000 30838.40 FLOWABLE MORTAR | | | 0018 303-52308 200.000 Mg | 26.13000 5226.00| 26.11000 5222.00| 76.79000 15358.00 COMPACTED AGGREGATE, O, 53 | | | 0019 401-06264 LUMP| 2700.41000 2700.41| 2483.80000 2483.80| 1490.00000 1490.00 PROFILOGRAPH, HMA | | | 0020 402-05468 1450.000 Mg | 38.27000 55491.50| 36.76000 53302.00| 39.00000 56550.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 535.000 Mg | 38.32000 20501.20| 36.80000 19688.00| 41.00000 21935.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 600.000 Mg | 37.32000 22392.00| 35.84000 21504.00| 42.00000 25200.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 245.000 Mg | 53.43000 13090.35| 51.31000 12570.95| 60.00000 14700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05520 4.800 Mg | 262.18000 1258.46| 513.60000 2465.28| 230.00000 1104.00 ASPHALT FOR TACK COAT | | | 0025 603-02736 10.000 m | 214.98000 2149.80| 103.49000 1034.90| 215.78000 2157.80 FENCE, WOOD, REMOVE AND RESET | | | 0026 604-06069 371.000 m2 | 41.91000 15548.61| 53.71000 19926.41| 50.04000 18564.84 CURB RAMP, CONCRETE | | | 0027 604-44251 1.350 m3 | 1383.45000 1867.66| 1868.37000 2522.30| 1605.28000 2167.13 STEPS, CONCRETE | | | 0028 604-91531 920.000 m2 | 24.87000 22880.40| 36.65000 33718.00| 33.28000 30617.60 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 36.500 m | 58.92000 2150.58| 75.12000 2741.88| 70.41000 2569.97 CURB, CONCRETE | | | 0030 605-06155 1040.000 m | 30.84000 32073.60| 39.33000 40903.20| 40.28000 41891.20 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 610-05527 650.000 Mg | 62.92000 40898.00| 59.52000 38688.00| 91.50000 59475.00 HMA FOR APPROACHES | | | 0032 611-05330 328.000 m2 | 35.26000 11565.28| 63.74000 20906.72| 78.61000 25784.08 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 3.000 EACH| 204.50000 613.50| 155.24000 465.72| 205.26000 615.78 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 3.000 EACH| 613.49000 1840.47| 478.71000 1436.13| 615.77000 1847.31 MONUMENT, B | | | 0035 621-06567 4.000 kL | 1.05000 4.20| 1.04000 4.16| 1.05000 4.20 WATER | | | 0036 621-06575 800.000 m2 | 3.99000 3192.00| 14.12000 11296.00| 4.00000 3200.00 SODDING, NURSERY | | | 0037 703-51030 800.000 kg | 1.00000 800.00| 3.10000 2480.00| 1.28000 1024.00 REINFORCING STEEL | | | 0038 715-05048 885.000 m | 6.32000 5593.20| 10.80000 9558.00| 9.47000 8380.95 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05149 4.000 m | 298.11000 1192.44| 289.04000 1156.16| 206.27000 825.08 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0040 715-05151 79.000 m | 135.61000 10713.19| 109.43000 8644.97| 139.38000 11011.02 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05154 103.000 m | 89.72000 9241.16| 151.03000 15556.09| 139.09000 14326.27 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 48.000 m | 148.67000 7136.16| 207.46000 9958.08| 136.05000 6530.40 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05159 309.000 m | 201.07000 62130.63| 300.00000 92700.00| 280.81000 86770.29 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0044 715-44240 25.000 m3 | 645.94000 16148.50| 683.05000 17076.25| 530.14000 13253.50 CONCRETE, A, STRUCTURES | | | 0045 715-90052 LUMP| 589000.00000 589000.00| 550000.00000 550000.00| 585962.04000 585962.04 LIFT STATION | | | 0046 718-52610 209.000 m3 | 34.78000 7269.02| 34.28000 7164.52| 39.74000 8305.66 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 2655.000 m2 | 1.25000 3318.75| 1.44000 3823.20| 1.79000 4752.45 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 9.000 EACH| 243.29000 2189.61| 338.89000 3050.01| 280.90000 2528.10 CASTING, ADJUST TO GRADE | | | 0049 720-45045 9.000 EACH| 1082.10000 9738.90| 1060.04000 9540.36| 1365.92000 12293.28 INLET, J10 | | | 0050 720-45055 1.000 EACH| 1065.62000 1065.62| 1056.27000 1056.27| 1141.01000 1141.01 INLET, M10 | | | 0051 720-45410 4.000 EACH| 1663.80000 6655.20| 1708.56000 6834.24| 1468.60000 5874.40 MANHOLE, C4 | | | 0052 720-94612 3.000 EACH| 3191.07000 9573.21| 3874.49000 11623.47| 3475.42000 10426.26 MANHOLE, K4 | | | 0053 720-95422 4.000 EACH| 2424.10000 9696.40| 2469.28000 9877.12| 2270.12000 9080.48 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-98174 6.000 EACH| 1489.46000 8936.76| 1480.69000 8884.14| 1537.99000 9227.94 INLET, B15 | | | 0055 801-03290 14.000 EACH| 104.87000 1468.18| 103.49000 1448.86| 105.26000 1473.64 CONSTRUCTION SIGN, C | | | 0056 801-04308 20.000 EACH| 194.01000 3880.20| 191.46000 3829.20| 194.73000 3894.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 40.000 EACH| 75.51000 3020.40| 74.51000 2980.40| 75.79000 3031.60 BARRICADE, IIIB | | | 0058 801-06625 57.000 EACH| 89.14000 5080.98| 87.97000 5014.29| 89.47000 5099.79 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 50.000 EACH| 62.92000 3146.00| 62.10000 3105.00| 63.16000 3158.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 20.000 EACH| 31.46000 629.20| 31.05000 621.00| 31.58000 631.60 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 10000.00000 10000.00| 12380.48000 12380.48| 30398.89000 30398.89 MAINTAINING TRAFFIC | | | 0062 802-76025 3.770 m2 | 164.65000 620.73| 162.48000 612.55| 165.26000 623.03 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 10.920 m2 | 187.72000 2049.90| 185.25000 2022.93| 188.42000 2057.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 3.080 m2 | 209.74000 646.00| 206.98000 637.50| 210.52000 648.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 802-76055 116.000 m | 26.22000 3041.52| 25.87000 3000.92| 26.32000 3053.12 SIGN POST, A | | | 0066 802-93494 14.400 m | 22.02000 317.09| 21.73000 312.91| 22.10000 318.24 POST, ROUND, GALVANIZED | | | 0067 805-01815 4.000 EACH| 1746.09000 6984.36| 1723.14000 6892.56| 1752.58000 7010.32 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0068 805-01842 4.000 EACH| 707.87000 2831.48| 698.57000 2794.28| 710.51000 2842.04 HANDHOLE, SIGNAL | | | 0069 805-02087 LUMP| 104.87000 104.87| 103.49000 103.49| 105.26000 105.26 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0070 805-02152 8.000 EACH| 346.07000 2768.56| 341.52000 2732.16| 347.36000 2778.88 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0071 805-04872 8.000 EACH| 377.53000 3020.24| 372.57000 2980.56| 378.94000 3031.52 TRAFFIC SIGNAL HEAD, 1 FACE, 300mm RED, | | | 300mm GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-06592 281.000 m | 26.22000 7367.82| 25.87000 7269.47| 26.32000 7395.92 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78106 1.000 EACH| 6848.03000 6848.03| 6758.02000 6758.02| 6873.48000 6873.48 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0074 805-78415 4.000 EACH| 786.53000 3146.12| 776.19000 3104.76| 789.45000 3157.80 SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 178.28000 713.12| 175.94000 703.76| 178.94000 715.76 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH| 356.56000 356.56| 351.87000 351.87| 357.88000 357.88 SIGNAL SERVICE | | | 0077 805-78470 284.000 m | 1.26000 357.84| 1.24000 352.16| 1.26000 357.84 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0078 805-78480 130.000 m | 3.15000 409.50| 3.10000 403.00| 3.16000 410.80 SIGNAL CABLE, 3C 14GA. | | | 0079 805-78485 110.000 m | 3.46000 380.60| 3.42000 376.20| 3.47000 381.70 SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 74.000 m | 3.83000 283.42| 3.78000 279.72| 3.84000 284.16 SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 121.000 m | 2.31000 279.51| 2.28000 275.88| 2.32000 280.72 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 4.000 EACH| 456.19000 1824.76| 450.19000 1800.76| 457.88000 1831.52 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 188.000 m | 16.78000 3154.64| 16.56000 3113.28| 16.84000 3165.92 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 891.40000 891.40| 879.68000 879.68| 894.71000 894.71 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 2359.58000 9438.32| 2328.57000 9314.28| 2368.35000 9473.40 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-86805 1.000 EACH| 1988.34000 1988.34| 1962.21000 1962.21| 1995.73000 1995.73 SERVICE POINT, I | | | 0087 805-86810 1.000 EACH| 3355.85000 3355.85| 3311.74000 3311.74| 3368.32000 3368.32 SERVICE POINT, II | | | 0088 805-86889 218.000 m | 0.94000 204.92| 0.93000 202.74| 0.95000 207.10 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 68.000 EACH| 9.02000 613.36| 8.90000 605.20| 9.05000 615.40 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0090 805-86930 62.000 EACH| 5.40000 334.80| 5.33000 330.46| 5.42000 336.04 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-92504 2.000 EACH| 175.13000 350.26| 172.83000 345.66| 175.79000 351.58 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0092 805-95568 480.000 m | 17.83000 8558.40| 17.59000 8443.20| 20.00000 9600.00 CONDUIT, PVC, 100 mm | | | 0093 805-96121 8.000 EACH| 93.33000 746.64| 92.11000 736.88| 93.68000 749.44 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0094 805-98335 656.000 m | 25.17000 16511.52| 24.84000 16295.04| 25.26000 16570.56 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0095 805-98336 200.000 m | 10.49000 2098.00| 10.35000 2070.00| 10.53000 2106.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-03950 28.000 EACH| 475.06000 13301.68| 468.82000 13126.96| 476.83000 13351.24 LUMINAIRE, ORNAMENTAL | | | 0097 807-03951 28.000 EACH| 954.32000 26720.96| 941.78000 26369.84| 957.87000 26820.36 LIGHT POLE, ORNAMENTAL | | | 0098 807-04443 480.000 m | 15.73000 7550.40| 15.52000 7449.60| 17.89000 8587.20 CONDUIT | | | 0099 807-86910 28.000 EACH| 28.31000 792.68| 27.94000 782.32| 28.42000 795.76 CONNECTOR KIT, UNFUSED | | | 0100 807-86915 28.000 EACH| 29.36000 822.08| 28.98000 811.44| 29.47000 825.16 CONNECTOR KIT, FUSED | | | 0101 807-93650 28.000 SET | 382.78000 10717.84| 377.75000 10577.00| 384.20000 10757.60 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0102 808-75245 950.000 m | 1.03000 978.50| 1.01000 959.50| 1.03000 978.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 90.000 m | 10.49000 944.10| 10.35000 931.50| 10.53000 947.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 808-75300 188.000 m | 1.54000 289.52| 1.52000 285.76| 1.55000 291.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 1,434,538.63| $ 1,529,525.72| $ 1,602,599.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,434,538.63| $ 1,529,525.72| $ 1,602,599.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |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 10.000 MOS | 1430.00000 14300.00| 1845.02000 18450.20| 1900.00000 19000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 13068.85000 13068.85| 20800.00000 20800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84000.00000 84000.00| 92124.04000 92124.04| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 51000.00000 51000.00| 22108.13000 22108.13| 19973.39000 19973.39 CLEARING RIGHT OF WAY | | | 0005 202-02245 3.000 EACH| 330.00000 990.00| 174.25000 522.75| 262.50000 787.50 TREE, 150 mm, REMOVE | | | 0006 202-02250 6.000 EACH| 495.00000 2970.00| 365.93000 2195.58| 315.00000 1890.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 2.000 EACH| 825.00000 1650.00| 691.56000 1383.12| 525.00000 1050.00 TREE, 460 mm, REMOVE | | | 0008 202-02265 3.000 EACH| 1540.00000 4620.00| 2504.86000 7514.58| 1575.00000 4725.00 TREE, 1220 mm, REMOVE | | | 0009 202-52710 340.000 m2 | 9.90000 3366.00| 4.59000 1560.60| 9.60000 3264.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 1000.000 m2 | 7.70000 7700.00| 7.70000 7700.00| 7.00000 7000.00 SURFACE MILLING, ASPHALT | | | 0011 202-78515 LUMP| 1331.00000 1331.00| 1317.78000 1317.78| 1270.50000 1270.50 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91922 1.000 EACH| 1100.00000 1100.00| 544.54000 544.54| 260.00000 260.00 STUMP, REMOVE | | | 0013 203-02000 1905.000 m3 | 13.20000 25146.00| 26.45000 50387.25| 35.00000 66675.00 EXCAVATION, COMMON | | | 0014 205-02237 16.000 EACH| 82.50000 1320.00| 81.68000 1306.88| 78.00000 1248.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02050 50.000 m3 | 27.50000 1375.00| 43.36000 2168.00| 42.00000 2100.00 B BORROW | | | 0016 211-02060 3077.000 m3 | 27.50000 84617.50| 21.07000 64832.39| 30.00000 92310.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 460.000 m3 | 80.30000 36938.00| 75.80000 34868.00| 60.00000 27600.00 FLOWABLE MORTAR | | | 0018 303-52308 200.000 Mg | 18.70000 3740.00| 20.91000 4182.00| 20.00000 4000.00 COMPACTED AGGREGATE, O, 53 | | | 0019 401-06264 LUMP| 2750.00000 2750.00| 2613.77000 2613.77| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05468 1450.000 Mg | 38.50000 55825.00| 37.03000 53693.50| 34.00000 49300.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 535.000 Mg | 41.80000 22363.00| 40.30000 21560.50| 37.00000 19795.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 600.000 Mg | 40.70000 24420.00| 39.21000 23526.00| 36.00000 21600.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 245.000 Mg | 55.00000 13475.00| 53.36000 13073.20| 49.00000 12005.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05520 4.800 Mg | 220.00000 1056.00| 217.81000 1045.49| 200.00000 960.00 ASPHALT FOR TACK COAT | | | 0025 603-02736 10.000 m | 27.50000 275.00| 223.26000 2232.60| 220.00000 2200.00 FENCE, WOOD, REMOVE AND RESET | | | 0026 604-06069 371.000 m2 | 51.70000 19180.70| 33.85000 12558.35| 47.00000 17437.00 CURB RAMP, CONCRETE | | | 0027 604-44251 1.350 m3 | 3300.00000 4455.00| 753.30000 1016.96| 1300.00000 1755.00 STEPS, CONCRETE | | | 0028 604-91531 920.000 m2 | 33.00000 30360.00| 43.34000 39872.80| 27.00000 24840.00 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 36.500 m | 71.50000 2609.75| 103.45000 3775.93| 50.00000 1825.00 CURB, CONCRETE | | | 0030 605-06155 1040.000 m | 49.50000 51480.00| 30.67000 31896.80| 43.00000 44720.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 610-05527 650.000 Mg | 71.50000 46475.00| 68.61000 44596.50| 63.00000 40950.00 HMA FOR APPROACHES | | | 0032 611-05330 328.000 m2 | 47.30000 15514.40| 43.16000 14156.48| 45.00000 14760.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-06497 3.000 EACH| 165.00000 495.00| 212.37000 637.11| 210.00000 630.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 3.000 EACH| 495.00000 1485.00| 637.11000 1911.33| 614.25000 1842.75 MONUMENT, B | | | 0035 621-06567 4.000 kL | 4.51000 18.04| 1.09000 4.36| 1.05000 4.20 WATER | | | 0036 621-06575 800.000 m2 | 4.40000 3520.00| 4.14000 3312.00| 4.00000 3200.00 SODDING, NURSERY | | | 0037 703-51030 800.000 kg | 1.65000 1320.00| 1.47000 1176.00| 3.24000 2592.00 REINFORCING STEEL | | | 0038 715-05048 885.000 m | 11.00000 9735.00| 9.80000 8673.00| 13.00000 11505.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05149 4.000 m | 110.00000 440.00| 90.09000 360.36| 185.00000 740.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05151 79.000 m | 104.50000 8255.50| 82.45000 6513.55| 125.00000 9875.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05154 103.000 m | 121.00000 12463.00| 147.66000 15208.98| 180.00000 18540.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 48.000 m | 165.00000 7920.00| 206.01000 9888.48| 275.00000 13200.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05159 309.000 m | 275.00000 84975.00| 388.84000 120151.56| 315.00000 97335.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0044 715-44240 25.000 m3 | 440.00000 11000.00| 640.92000 16023.00| 960.00000 24000.00 CONCRETE, A, STRUCTURES | | | 0045 715-90052 LUMP| 600000.00000 600000.00| 803564.16000 803564.16| 900000.00000 900000.00 LIFT STATION | | | 0046 718-52610 209.000 m3 | 41.80000 8736.20| 41.11000 8591.99| 43.00000 8987.00 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 2655.000 m2 | 1.87000 4964.85| 1.85000 4911.75| 1.50000 3982.50 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 9.000 EACH| 330.00000 2970.00| 191.68000 1725.12| 340.00000 3060.00 CASTING, ADJUST TO GRADE | | | 0049 720-45045 9.000 EACH| 1210.00000 10890.00| 1132.36000 10191.24| 1380.00000 12420.00 INLET, J10 | | | 0050 720-45055 1.000 EACH| 1540.00000 1540.00| 1367.65000 1367.65| 1400.00000 1400.00 INLET, M10 | | | 0051 720-45410 4.000 EACH| 1540.00000 6160.00| 2067.57000 8270.28| 2640.00000 10560.00 MANHOLE, C4 | | | 0052 720-94612 3.000 EACH| 6050.00000 18150.00| 4892.98000 14678.94| 5000.00000 15000.00 MANHOLE, K4 | | | 0053 720-95422 4.000 EACH| 5280.00000 21120.00| 3685.61000 14742.44| 4400.00000 17600.00 MANHOLE, J4 | | | 0054 720-98174 6.000 EACH| 1650.00000 9900.00| 1623.80000 9742.80| 1760.00000 10560.00 INLET, B15 | | | 0055 801-03290 14.000 EACH| 110.00000 1540.00| 108.91000 1524.74| 105.00000 1470.00 CONSTRUCTION SIGN, C | | | 0056 801-04308 20.000 EACH| 203.50000 4070.00| 201.48000 4029.60| 194.25000 3885.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 40.000 EACH| 79.20000 3168.00| 78.41000 3136.40| 75.60000 3024.00 BARRICADE, IIIB | | | 0058 801-06625 57.000 EACH| 93.50000 5329.50| 92.57000 5276.49| 89.25000 5087.25 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 50.000 EACH| 66.00000 3300.00| 65.34000 3267.00| 63.00000 3150.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 20.000 EACH| 33.00000 660.00| 32.67000 653.40| 31.50000 630.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 32000.00000 32000.00| 14724.23000 14724.23| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0062 802-76025 3.770 m2 | 172.70000 651.08| 170.98000 644.59| 164.85000 621.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 10.920 m2 | 196.90000 2150.15| 194.94000 2128.74| 187.95000 2052.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 3.080 m2 | 220.00000 677.60| 217.81000 670.85| 210.00000 646.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 802-76055 116.000 m | 27.50000 3190.00| 27.23000 3158.68| 26.25000 3045.00 SIGN POST, A | | | 0066 802-93494 14.400 m | 23.10000 332.64| 22.87000 329.33| 22.05000 317.52 POST, ROUND, GALVANIZED | | | 0067 805-01815 4.000 EACH| 1831.50000 7326.00| 1813.30000 7253.20| 1748.25000 6993.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0068 805-01842 4.000 EACH| 742.50000 2970.00| 735.12000 2940.48| 708.75000 2835.00 HANDHOLE, SIGNAL | | | 0069 805-02087 LUMP| 110.00000 110.00| 108.91000 108.91| 105.00000 105.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0070 805-02152 8.000 EACH| 363.00000 2904.00| 359.39000 2875.12| 346.50000 2772.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0071 805-04872 8.000 EACH| 396.00000 3168.00| 392.07000 3136.56| 378.00000 3024.00 TRAFFIC SIGNAL HEAD, 1 FACE, 300mm RED, | | | 300mm GREEN | | | 0072 805-06592 281.000 m | 27.50000 7727.50| 27.23000 7651.63| 26.25000 7376.25 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78106 1.000 EACH| 7183.00000 7183.00| 7111.63000 7111.63| 6856.50000 6856.50 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0074 805-78415 4.000 EACH| 825.00000 3300.00| 816.80000 3267.20| 787.50000 3150.00 SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 187.00000 748.00| 185.14000 740.56| 178.50000 714.00 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH| 374.00000 374.00| 370.28000 370.28| 357.00000 357.00 SIGNAL SERVICE | | | 0077 805-78470 284.000 m | 1.32000 374.88| 1.31000 372.04| 1.26000 357.84 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78480 130.000 m | 3.30000 429.00| 3.27000 425.10| 3.15000 409.50 SIGNAL CABLE, 3C 14GA. | | | 0079 805-78485 110.000 m | 3.63000 399.30| 3.59000 394.90| 3.47000 381.70 SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 74.000 m | 4.07000 301.18| 3.98000 294.52| 3.83000 283.42 SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 121.000 m | 2.42000 292.82| 2.40000 290.40| 2.31000 279.51 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 4.000 EACH| 478.50000 1914.00| 473.75000 1895.00| 456.75000 1827.00 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 188.000 m | 17.60000 3308.80| 17.43000 3276.84| 16.80000 3158.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 935.00000 935.00| 925.71000 925.71| 892.50000 892.50 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 2475.00000 9900.00| 2450.41000 9801.64| 2362.50000 9450.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-86805 1.000 EACH| 2085.60000 2085.60| 2064.88000 2064.88| 1990.80000 1990.80 SERVICE POINT, I | | | 0087 805-86810 1.000 EACH| 3520.00000 3520.00| 3485.03000 3485.03| 3360.00000 3360.00 SERVICE POINT, II | | | 0088 805-86889 218.000 m | 0.99000 215.82| 0.98000 213.64| 0.95000 207.10 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 68.000 EACH| 9.46000 643.28| 9.37000 637.16| 9.03000 614.04 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0090 805-86930 62.000 EACH| 5.72000 354.64| 5.61000 347.82| 5.41000 335.42 INSULATING LINK, NOT WATERPROOFED | | | 0091 805-92504 2.000 EACH| 183.70000 367.40| 181.87000 363.74| 175.35000 350.70 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0092 805-95568 480.000 m | 20.90000 10032.00| 20.69000 9931.20| 19.95000 9576.00 CONDUIT, PVC, 100 mm | | | 0093 805-96121 8.000 EACH| 97.90000 783.20| 96.93000 775.44| 93.45000 747.60 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0094 805-98335 656.000 m | 26.40000 17318.40| 26.14000 17147.84| 25.20000 16531.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0095 805-98336 200.000 m | 11.00000 2200.00| 10.89000 2178.00| 10.50000 2100.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-03950 28.000 EACH| 498.30000 13952.40| 493.35000 13813.80| 475.65000 13318.20 LUMINAIRE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-0918397 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 807-03951 28.000 EACH| 1001.00000 28028.00| 991.05000 27749.40| 955.50000 26754.00 LIGHT POLE, ORNAMENTAL | | | 0098 807-04443 480.000 m | 18.70000 8976.00| 18.51000 8884.80| 17.85000 8568.00 CONDUIT | | | 0099 807-86910 28.000 EACH| 29.70000 831.60| 29.40000 823.20| 28.35000 793.80 CONNECTOR KIT, UNFUSED | | | 0100 807-86915 28.000 EACH| 30.80000 862.40| 30.49000 853.72| 29.40000 823.20 CONNECTOR KIT, FUSED | | | 0101 807-93650 28.000 SET | 401.50000 11242.00| 397.51000 11130.28| 383.25000 10731.00 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0102 808-75245 950.000 m | 1.10000 1045.00| 1.07000 1016.50| 1.03000 978.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 90.000 m | 11.00000 990.00| 10.89000 980.10| 10.50000 945.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 808-75300 188.000 m | 1.65000 310.20| 1.60000 300.80| 1.54000 289.52 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 1,691,952.33| $ 1,848,872.79| $ 1,989,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,691,952.33| $ 1,848,872.79| $ 1,989,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |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 10.000 MOS | 1500.00000 15000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 24000.00000 24000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02245 3.000 EACH| 210.00000 630.00| | TREE, 150 mm, REMOVE | | | 0006 202-02250 6.000 EACH| 340.00000 2040.00| | TREE, 250 mm, REMOVE | | | 0007 202-02255 2.000 EACH| 440.00000 880.00| | TREE, 460 mm, REMOVE | | | 0008 202-02265 3.000 EACH| 1100.00000 3300.00| | TREE, 1220 mm, REMOVE | | | 0009 202-52710 340.000 m2 | 2.00000 680.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 1000.000 m2 | 1.75000 1750.00| | SURFACE MILLING, ASPHALT | | | 0011 202-78515 LUMP| 5500.00000 5500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91922 1.000 EACH| 80.00000 80.00| | STUMP, REMOVE | | | 0013 203-02000 1905.000 m3 | 25.00000 47625.00| | EXCAVATION, COMMON | | | 0014 205-02237 16.000 EACH| 40.00000 640.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02050 50.000 m3 | 60.00000 3000.00| | B BORROW | | | 0016 211-02060 3077.000 m3 | 35.00000 107695.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 460.000 m3 | 200.00000 92000.00| | FLOWABLE MORTAR | | | 0018 303-52308 200.000 Mg | 30.00000 6000.00| | COMPACTED AGGREGATE, O, 53 | | | 0019 401-06264 LUMP| 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05468 1450.000 Mg | 36.00000 52200.00| | HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 535.000 Mg | 40.00000 21400.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 600.000 Mg | 40.00000 24000.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 245.000 Mg | 50.00000 12250.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05520 4.800 Mg | 210.00000 1008.00| | ASPHALT FOR TACK COAT | | | 0025 603-02736 10.000 m | 210.00000 2100.00| | FENCE, WOOD, REMOVE AND RESET | | | 0026 604-06069 371.000 m2 | 40.00000 14840.00| | CURB RAMP, CONCRETE | | | 0027 604-44251 1.350 m3 | 1600.00000 2160.00| | STEPS, CONCRETE | | | 0028 604-91531 920.000 m2 | 30.00000 27600.00| | SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 36.500 m | 60.00000 2190.00| | CURB, CONCRETE | | | 0030 605-06155 1040.000 m | 36.00000 37440.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 610-05527 650.000 Mg | 70.00000 45500.00| | HMA FOR APPROACHES | | | 0032 611-05330 328.000 m2 | 40.00000 13120.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-06497 3.000 EACH| 200.00000 600.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 3.000 EACH| 610.00000 1830.00| | MONUMENT, B | | | 0035 621-06567 4.000 kL | 1.00000 4.00| | WATER | | | 0036 621-06575 800.000 m2 | 4.00000 3200.00| | SODDING, NURSERY | | | 0037 703-51030 800.000 kg | 2.00000 1600.00| | REINFORCING STEEL | | | 0038 715-05048 885.000 m | 9.00000 7965.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05149 4.000 m | 240.00000 960.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05151 79.000 m | 180.00000 14220.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05154 103.000 m | 280.00000 28840.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 48.000 m | 370.00000 17760.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05159 309.000 m | 690.00000 213210.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0044 715-44240 25.000 m3 | 1200.00000 30000.00| | CONCRETE, A, STRUCTURES | | | 0045 715-90052 LUMP| 710000.00000 710000.00| | LIFT STATION | | | 0046 718-52610 209.000 m3 | 40.00000 8360.00| | AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 2655.000 m2 | 1.80000 4779.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 9.000 EACH| 500.00000 4500.00| | CASTING, ADJUST TO GRADE | | | 0049 720-45045 9.000 EACH| 1400.00000 12600.00| | INLET, J10 | | | 0050 720-45055 1.000 EACH| 1600.00000 1600.00| | INLET, M10 | | | 0051 720-45410 4.000 EACH| 2800.00000 11200.00| | MANHOLE, C4 | | | 0052 720-94612 3.000 EACH| 7300.00000 21900.00| | MANHOLE, K4 | | | 0053 720-95422 4.000 EACH| 5500.00000 22000.00| | MANHOLE, J4 | | | 0054 720-98174 6.000 EACH| 2000.00000 12000.00| | INLET, B15 | | | 0055 801-03290 14.000 EACH| 100.00000 1400.00| | CONSTRUCTION SIGN, C | | | 0056 801-04308 20.000 EACH| 190.00000 3800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 40.000 EACH| 70.00000 2800.00| | BARRICADE, IIIB | | | 0058 801-06625 57.000 EACH| 90.00000 5130.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 50.000 EACH| 60.00000 3000.00| | CONSTRUCTION SIGN, A | | | 0060 801-06645 20.000 EACH| 30.00000 600.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 9700.00000 9700.00| | MAINTAINING TRAFFIC | | | 0062 802-76025 3.770 m2 | 150.00000 565.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 10.920 m2 | 170.00000 1856.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 3.080 m2 | 180.00000 554.40| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 802-76055 116.000 m | 10.00000 1160.00| | SIGN POST, A | | | 0066 802-93494 14.400 m | 30.00000 432.00| | POST, ROUND, GALVANIZED | | | 0067 805-01815 4.000 EACH| 1500.00000 6000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0068 805-01842 4.000 EACH| 820.00000 3280.00| | HANDHOLE, SIGNAL | | | 0069 805-02087 LUMP| 300.00000 300.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0070 805-02152 8.000 EACH| 320.00000 2560.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0071 805-04872 8.000 EACH| 320.00000 2560.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 300mm RED, | | | 300mm GREEN | | | 0072 805-06592 281.000 m | 40.00000 11240.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78106 1.000 EACH| 6500.00000 6500.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0074 805-78415 4.000 EACH| 1000.00000 4000.00| | SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 190.00000 760.00| | DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH| 430.00000 430.00| | SIGNAL SERVICE | | | 0077 805-78470 284.000 m | 1.00000 284.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78480 130.000 m | 2.00000 260.00| | SIGNAL CABLE, 3C 14GA. | | | 0079 805-78485 110.000 m | 3.00000 330.00| | SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 74.000 m | 4.00000 296.00| | SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 121.000 m | 2.00000 242.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 4.000 EACH| 430.00000 1720.00| | SIGNAL DETECTOR HOUSING | | | 0083 805-78795 188.000 m | 20.00000 3760.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 720.00000 720.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 2500.00000 10000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-86805 1.000 EACH| 1300.00000 1300.00| | SERVICE POINT, I | | | 0087 805-86810 1.000 EACH| 1900.00000 1900.00| | SERVICE POINT, II | | | 0088 805-86889 218.000 m | 1.00000 218.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 68.000 EACH| 8.00000 544.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0090 805-86930 62.000 EACH| 10.00000 620.00| | INSULATING LINK, NOT WATERPROOFED | | | 0091 805-92504 2.000 EACH| 220.00000 440.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0092 805-95568 480.000 m | 20.00000 9600.00| | CONDUIT, PVC, 100 mm | | | 0093 805-96121 8.000 EACH| 90.00000 720.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0094 805-98335 656.000 m | 10.00000 6560.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0095 805-98336 200.000 m | 10.00000 2000.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-03950 28.000 EACH| 470.00000 13160.00| | LUMINAIRE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 217 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,553,084.45 ROUTE : CALL ORDER : 217 CONTRACT ID : R -25390-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 807-03951 28.000 EACH| 990.00000 27720.00| | LIGHT POLE, ORNAMENTAL | | | 0098 807-04443 480.000 m | 20.00000 9600.00| | CONDUIT | | | 0099 807-86910 28.000 EACH| 20.00000 560.00| | CONNECTOR KIT, UNFUSED | | | 0100 807-86915 28.000 EACH| 20.00000 560.00| | CONNECTOR KIT, FUSED | | | 0101 807-93650 28.000 SET | 400.00000 11200.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0102 808-75245 950.000 m | 1.00000 950.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 90.000 m | 10.00000 900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 808-75300 188.000 m | 2.00000 376.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 2,033,424.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,033,424.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 219 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,300.00 ROUTE : CALL ORDER : 219 CONTRACT ID : R -25391-A COUNTIES : KOSCIUSKO LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C208 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 403,194.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 499,659.00 123.9252% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 499,873.00 123.9782% 4 35-1139301 E & B PAVING, INC. $ 509,521.50 126.3713% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 627,108.50 155.5351% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 13500.00000 13500.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 20198.00000 20198.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 4570.000 TON | 7.10000 32447.00| 8.15000 37245.50| 14.00000 63980.00 COMPACTED AGGREGATE, O, 53 | | | 0004 402-05474 4130.000 TON | 33.50000 138355.00| 47.00000 194110.00| 40.00000 165200.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0006 406-05521 4080.000 SYS | 0.10000 408.00| 0.40000 1632.00| 0.10000 408.00 ASPHALT FOR TACK COAT | | | 0008 621-06570 2630.000 CYS | 25.00000 65750.00| 10.00000 26300.00| 26.00000 68380.00 TOP SOIL | | | 0009 715-05119 70.000 LFT | 43.00000 3010.00| 56.00000 3920.00| 50.00000 3500.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0010 715-46005 2.000 EACH| 248.00000 496.00| 275.00000 550.00| 200.00000 400.00 PIPE END SECTION, 15 IN. | | | 0011 801-06775 LUMP| 5000.00000 5000.00| 13574.00000 13574.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0012 802-91122 1.000 EACH| 160.00000 160.00| 120.00000 120.00| 500.00000 500.00 SIGN, GROUND MOUNTED, RESET | | | 0014 402-05477 3430.000 TON | 35.00000 120050.00| 50.00000 171500.00| 45.00000 154350.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 802-99060 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 500.00000 1000.00 SIGN AND SUPPORT, WOOD POST, REMOVE AND | | | RESET | | | 0016 105-04655 3.000 MOS | 100.00000 300.00| 200.00000 600.00| 200.00000 600.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 219 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,300.00 ROUTE : CALL ORDER : 219 CONTRACT ID : R -25391-A COUNTIES : KOSCIUSKO LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-92448 110.000 DAY | 6.50000 715.00| 60.00000 6600.00| 58.00000 6380.00 CONSTRUCTION SIGNS, MOBILE | | | 0018 621-06560 9350.000 SYS | 1.00000 9350.00| 0.45000 4207.50| 0.50000 4675.00 MULCHED SEEDING, U | | | 0019 621-01004 1.000 EACH| 555.00000 555.00| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 403,194.00| $ 499,659.00| $ 499,873.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,194.00| $ 499,659.00| $ 499,873.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 219 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,300.00 ROUTE : CALL ORDER : 219 CONTRACT ID : R -25391-A COUNTIES : KOSCIUSKO LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 20080.00000 20080.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 28500.00000 28500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 4570.000 TON | 18.00000 82260.00| 25.80000 117906.00| COMPACTED AGGREGATE, O, 53 | | | 0004 402-05474 4130.000 TON | 36.00000 148680.00| 41.10000 169743.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0006 406-05521 4080.000 SYS | 0.05000 204.00| 1.50000 6120.00| ASPHALT FOR TACK COAT | | | 0008 621-06570 2630.000 CYS | 37.00000 97310.00| 32.30000 84949.00| TOP SOIL | | | 0009 715-05119 70.000 LFT | 65.00000 4550.00| 77.00000 5390.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0010 715-46005 2.000 EACH| 70.00000 140.00| 310.00000 620.00| PIPE END SECTION, 15 IN. | | | 0011 801-06775 LUMP| 4700.00000 4700.00| 6480.00000 6480.00| MAINTAINING TRAFFIC | | | 0012 802-91122 1.000 EACH| 100.00000 100.00| 666.00000 666.00| SIGN, GROUND MOUNTED, RESET | | | 0014 402-05477 3430.000 TON | 39.00000 133770.00| 47.70000 163611.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 802-99060 2.000 EACH| 200.00000 400.00| 596.00000 1192.00| SIGN AND SUPPORT, WOOD POST, REMOVE AND | | | RESET | | | 0016 105-04655 3.000 MOS | 100.00000 300.00| 288.00000 864.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0017 801-92448 110.000 DAY | 40.00000 4400.00| 148.00000 16280.00| CONSTRUCTION SIGNS, MOBILE | | | 0018 621-06560 9350.000 SYS | 0.45000 4207.50| 0.45000 4207.50| MULCHED SEEDING, U | | | 0019 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 509,521.50| $ 627,108.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 509,521.50| $ 627,108.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 229 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,836.01 ROUTE : SR 62 CALL ORDER : 229 CONTRACT ID : R -25579-A COUNTIES : WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 01230AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1763075 NAAS BROTHERS TRUCKING $ 9,920.95 100.0000% 2 35-1438628 STRADTNER, RAY EXCAVATING $ 10,616.55 107.0114% 3 35-1284120 KOBERSTEIN TRUCKING $ 15,026.50 151.4623% ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1438628 |(3) 35-1284120 |NAAS BROTHERS TRUCKING |STRADTNER, RAY EXCAVATING |KOBERSTEIN TRUCKING 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| 8300.00000 8300.00| 7800.00000 7800.00| 11808.00000 11808.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0002 202-03135 2.200 m2 | 250.00000 550.00| 110.00000 242.00| 300.00000 660.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 800.00000 800.00| 1500.00000 1500.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 100.00000 45.00| 200.00000 90.00| 600.00000 270.00 FERTILIZER | | | 0005 621-06553 95.000 kg | 0.01000 0.95| 0.89000 84.55| 8.55000 812.25 SEED MIXTURE, R | | | 0006 621-06565 2.250 Mg | 100.00000 225.00| 400.00000 900.00| 545.00000 1226.25 MULCHING MATERIAL | | | SECTION TOTALS | $ 9,920.95| $ 10,616.55| $ 15,026.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,920.95| $ 10,616.55| $ 15,026.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 239 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,982.05 ROUTE : US 35 CALL ORDER : 239 CONTRACT ID : R -25584-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 147600M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1067077 RITSCHARD BROTHERS $ 33,047.07 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 37,160.50 112.4471% 3 35-2015889 PAVEY EXCAVATING COMPANY, INC. $ 37,420.71 113.2345% 4 35-1058916 WOODRUFF & SONS, INC. $ 43,687.41 132.1975% ==================================================================================================================================== |(1) 35-1067077 |(2) 35-1817574 |(3) 35-2015889 |RITSCHARD BROTHERS |YARDBERRY LANDSCAPE |PAVEY EXCAVATING COMPANY, IN 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| 18000.00000 18000.00| 24000.00000 24000.00| 15433.00000 15433.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0002 202-03135 83.600 m2 | 66.88000 5591.17| 20.00000 1672.00| 101.28000 8467.01 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 1050.00000 1050.00| 700.00000 700.00| 715.00000 715.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 840.00000 761.88| 500.00000 453.50| 971.00000 880.70 FERTILIZER | | | 0005 621-06554 190.000 kg | 7.35000 1396.50| 4.00000 760.00| 11.35000 2156.50 SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 326.67000 1470.02| 350.00000 1575.00| 763.00000 3433.50 MULCHING MATERIAL | | | 0007 202-02250 2.000 EACH| 105.00000 210.00| 500.00000 1000.00| 250.00000 500.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 8.000 EACH| 367.50000 2940.00| 600.00000 4800.00| 480.00000 3840.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 1.000 EACH| 630.00000 630.00| 1000.00000 1000.00| 750.00000 750.00 TREE, 760 mm, REMOVE | | | 0010 202-02265 1.000 EACH| 997.50000 997.50| 1200.00000 1200.00| 1245.00000 1245.00 TREE, 1220 mm, REMOVE | | | SECTION TOTALS | $ 33,047.07| $ 37,160.50| $ 37,420.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,047.07| $ 37,160.50| $ 37,420.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 239 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,982.05 ROUTE : US 35 CALL ORDER : 239 CONTRACT ID : R -25584-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058916 | | |WOODRUFF & SONS, INC. | | 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| 21450.00000 21450.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0002 202-03135 83.600 m2 | 110.50000 9237.80| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 748.00000 748.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 1015.00000 920.61| | FERTILIZER | | | 0005 621-06554 190.000 kg | 12.00000 2280.00| | SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 798.00000 3591.00| | MULCHING MATERIAL | | | 0007 202-02250 2.000 EACH| 120.00000 240.00| | TREE, 250 mm, REMOVE | | | 0008 202-02255 8.000 EACH| 420.00000 3360.00| | TREE, 460 mm, REMOVE | | | 0009 202-02260 1.000 EACH| 720.00000 720.00| | TREE, 760 mm, REMOVE | | | 0010 202-02265 1.000 EACH| 1140.00000 1140.00| | TREE, 1220 mm, REMOVE | | | SECTION TOTALS | $ 43,687.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,687.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 249 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,339.21 ROUTE : SR 48 CALL ORDER : 249 CONTRACT ID : R -25674-A COUNTIES : MONROE LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 445300K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 9,700.00 100.0000% 2 35-1801998 CLR, INC. $ 10,844.75 111.8015% 3 35-1874009 HAUER EXCAVATING $ 11,141.85 114.8644% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 16,447.50 169.5618% 5 35-1045880 WEITZEL CONSTRUCTION CO $ 67,849.75 699.4819% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1801998 |(3) 35-1874009 |ROGERS GROUP, INC. |CLR, INC. |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| 6284.20000 6284.20| 7760.00000 7760.00| 9995.00000 9995.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0002 621-01004 1.000 EACH| 2500.00000 2500.00| 375.00000 375.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 264.00000 118.80| 930.00000 418.50| 285.00000 128.25 FERTILIZER | | | 0004 621-06553 95.000 kg | 3.25000 308.75| 10.50000 997.50| 2.83000 268.85 SEED MIXTURE, R | | | 0005 621-06565 2.250 Mg | 217.00000 488.25| 575.00000 1293.75| 111.00000 249.75 MULCHING MATERIAL | | | SECTION TOTALS | $ 9,700.00| $ 10,844.75| $ 11,141.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,700.00| $ 10,844.75| $ 11,141.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 249 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,339.21 ROUTE : SR 48 CALL ORDER : 249 CONTRACT ID : R -25674-A COUNTIES : MONROE LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1045880 | |ALPHA EXCAVATING & LANDSCAPI|WEITZEL CONSTRUCTION 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| 12750.00000 12750.00| 16000.00000 16000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0002 621-01004 1.000 EACH| 800.00000 800.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 800.00000 360.00| 5.00000 2.25| FERTILIZER | | | 0004 621-06553 95.000 kg | 12.50000 1187.50| 520.00000 49400.00| SEED MIXTURE, R | | | 0005 621-06565 2.250 Mg | 600.00000 1350.00| 710.00000 1597.50| MULCHING MATERIAL | | | SECTION TOTALS | $ 16,447.50| $ 67,849.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,447.50| $ 67,849.75| ====================================================================================================================================